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I 91� � $ �y � o �S 7z.91 �cx%o l 000ifi' r 7y/� W.O. n o CI �Q� 5 9 o _. - �eaj zc / 1![!34 1 L . -luaus VFZOJ Drawn TLS 63 (R) gl ---- --- C I - �- Gd?�--___ C_� Jtb•,4-a 4_ :� e7 Ies.{ �' T ►�It�/DD.00 t R -' . �' b I rO 1 7.�o __ !13 103 gEr .I o.00 $1 too DO al O Oo tl - I� r 1 (1• L-d�.07� 01 99 '�'J Dete �; �i R 9° �I 94j X07 ea a p h9� 0 9�Ec''.cx� 8 65 �� l _zC.o'i Bit eL --�ro' 1 12. ( 1�..- Az s , . cL I �� 1 I 117 0 1,�b I6`.o4-* } -- 1135 I 1 1 £6 f. 00 90*I + , b � 'ILIA f l LCxl.67 y7,GT 195.73 194.05 1� 4y N 190 9K N Ji 7t Q ` �1 O g Ill h,Gl7C1 set , r-r U Gi C' \ \ O9. O LEGEND. Shea �..• S6 I 1 459 1 I ' I - �i 31 i ' \\ 1�7 / VP-1 / ,.� � Q � � �Q 1 s,�•, r p ',I,� i 1 I� -\ i , `L o 96 -t� 8"1 I I 8� A. Iz3 4s L►u13� tt0oty tzor, ILa.�vAT7ot3 I c lu n I 5 UT141tY V p � I ti L.�1� °? ('S� Iris 150 14'1 145 (41 141. 115 1114- °'p� is+�t� •00.00 - -- �t q �rrsEMrNr "s�r1��' u n I��..n-li m toc tnmoi - Z- I v t� �'� q�O ry S'DT,C,Y i , P'�7,LtT f I Of ICK �j lC)6/r.31 5Q rT q s EAx-►+euY �KeNr I 173 b �rw-� + I �---- - - - • ,_. _.._.. `.. __ _____._ - - - - '-"t_ \ t1/ trj � I SJV y p 61l SlQ.T�>- 0 10 OTIll \ 7996 f6 Sti CT. �� 776.,6 I I � 1 N � pt'cVIS10N9 I I co 0 0 I GRSEMFuY ? cu nl ► 4 -,rr_�+j.,1wIsr 0.64 , I _�_� M- r Ci •t,ri t i9 to 174•(, 11r9 55 _ otic_-_ 1_�� STIIND,tftr - _ 116.40 3* 4T 79 -1tz 1� - �Jr\ ' FRaM FAc c JR}3 No Deecrlptlon /Date B 39 �) 3 c� 1� u� ? [u�� 9tl I n7! 7 Cil j to ) Io7 c7.S 076 1 _ z.5 - use 54•Dn + =.Ov7 srtE z+/91A5/I3t+ = 1.4, r'O b0 00 �, ( ! � t I - - - - i Q _ _ 5•� _ ie .eo FRtM r^cE ar cvR�CK 6C? o b fj0 oC p.C?U a'u.' ...._�,t0.00 (,nrYi bCi.CoO rAA4. 1. _"- t) _. .-..._ _ _ _..-. �� ..... - _ -- t• L.---.- 1 1. --__ .. -_ 11.0;.47 7.'! !OO' I r�7 ►, A r,b I ^' 10 .1 Ible TC� 183 a L K, y 10 TE 79 + Q I o / b 1_513. oe -� _ � A ! Ib+4.5i + _ (1 , t9/.ov C- e,v i� tiEt tJ Al ESZ - 'S Ot'T It 1 A'ST V4 WR• 41 U� I Di C�`7.Q lo��f) p o j� x°1+4) Q }164 77 !>e Iii Nli 1i Wt�T -- 111 ri i aJ t Ibz.wp u I , 'i. , ,;I• __ . ...-....,.. T _.- Iti11 ^ � t.�*• JVAPF -T- - . r �• _ - __ __- _. �., _ . _ - -- NT mill wift _-. + I : 11111 Illlllllt11111 Il�til�1'/11 1'�IIIt11111 11h ilk 1111 i111111111lI11111111 1111111111Ti It 1t1r�7111tIr111t1r1111J111111111111111111III)V111i'l l ill 11111111r1r�1�t1r11 ' 1 j- it. r �. _..... 1 NOTE: IF THIS MICROFILMED - I .. '� -��3 4 - SIJ 8 71 9 9 Lr1U I I 12 r7RA"IrG IS LESS CLEAR THAN THIS NoTICfiT'TT I5 DUE TO f QUALITY of THE ORIGINAL ' RA"ING. 1 62 92 LZ 9z Sz ►z EZ Zz Ix Oz 61 91 LI 91 51 ►I EI ZI II 01 6 9 L 9 S ► C zv 1*•i1'" ,fnitnllNHIHI1hu11nt1111HIHnIln�uubNlllnrluul111dm111u111Hrl7nlllullHnlnultlplunluubndrrnlnnluHllat�un Imllunlnnhrttlntthtulntdmrluuhl�InhN1hu11nnhnlluubw�ltltluul►ul�wllnulnuinn�uuhm T ULY 9 19 9 2 „ 4 �, _ .+.,--......._.._,.,,,yam._. ..-4.4..114.irla,_i f.. .r,-. ..�._...► - n►.....___- �. :. - 8th,. ...,..._. ___.-,..._.... ...-_..T.._,... .-,...._.... VILLAGE A7" 3U4&f1VjFR LAKE PARK No 2 Located In a Portion of Lots 10, 11 and 12 and S. W. 130th Avenue ASH VALLEY TRACT West Half of the Southeast Quarter, and the East Half of the Southwest Quarter, Southeast Quarter, Section 33, Township 1 South, Range 1 West of the Willamette Meridian City of Tlgard, Washington County , Oreaon I 19 May 1989 '/ 1 � � . is 1181 -- ��t 1 ,2fS Sca/s: 1' , 50' i .. INITIAL POINT ;�'� %T ER CIF 1 I / i I ( BA5/S ar BEAR/N6S 9 . N 0 • • 4e-T4 19 RK (�a 47� 3 0 01 18 W � r!/909' 3 � 5 6 ,r1N00'01 '18'W1) -588.88' 1 NB ,� 58 ,42E lN81' 28'4i' � (8B.I6� 140101 (7QO�p'I (78001 13.02 ., 96.23 ' 2 0.0 0 � FEF N� 89-5o39b 9. 9 2'1 �6 0. 9 Q' /4 /3 {4/' -• //9.32' .� 75.00' 60.004 60.00' 676' .00' 60.00' 60.x0' 60.00' 34.54' � - _ � - � ;�YrArN7 a 9 [N 0 0 01 18 W INCL T9 9. 5 IS'] 2 /5 [/0/N6 _ _ 1 + 1 - %rcrol"L ; °� 2 23.46' 74./O' 6.60,, *( /277 S•W. - 13 0TH AV EN E-- u ,� ` 40 � I ( NOT DED/CA T£D TO PURL/C J /779 b► o O o O h O ,� a loco) O ?► N. �U 51 50 m 49 48 47 ` 48 45 44 °' ` � $ �h � y " 4 q LEGEND: o 11,712 SO.FT. 7092 SQ.FT. 6600 SQ.fT. 8600 S .FT y 43 a °�+ -� �O Q 8600 SQ FT. 6600 SQ.FT. 6600 SQ.FT. 6805 SO.FT. y -� 42 b � 000��a•�%A•ow 7081 SQ.FT."" 7425 SO.FT 1 8 ti • Denotes Monument Found 947 ' f 4.90 44.32 60.00 �o.oa 60..70 5.S/0 8 UT/L/TY ; $ ( ) Bearing/Distance of Record ` /� o - 60.97► I co 35 9 � 4/ /'� 9 N00001'18 W e ' 56 __ _ EASEMENT � � , as per Plat of 'VILLAGE AT 5 2 :� h 436 ' `�� SUMMER LAKE PARR and a s a W - _ Noo°C/ '/8"W _ - NL�O°ID/%8"W T=32.03' ° 4 Measured 8483 SQ.F T. �0 *, S. , - /29TH p ----- - N00001 /a E � s 296.90 - ' 3 42.32 D �33'j� . s3 4K Hearing/Di vince of Record N w� N00001,18 W „ /9 PLACt" D as per B� _ ker Survey and N020/0'12"W R ,� . /6 _ N00-001`18"W 0.37' - C�-- �,-- t NOO°O/ /8 W a ca /OQ//' sj® 5 - •47.06' 60.00' 82.98' � ��/ X41 !8 6 _JJs', /= .(2.038 92.84' � � as Measured 4 /3:63' + �`,• Q �� ?�7 / /1�0101°If!/ %8"E N C � w w °� m_ 41► ( .r e, TILITY _� � �3 -¢-- / 0 5/8 x 3 0 Iron Rebar Set 8 uT/L/T Y ( EAs£A/ENT i -_ _ 45-50, � J b with . e l l ow plastic st i c ca co \ /4 / EAscm :V T b 58 I I ��`', a w P w 53 15 Az / , ��/ o n � marked RYDELL PLS 1437 ��►. �1 6444 SQ.FT. i 'L15 00' 23.00 65 O o-h (_ 30.00 3000' w w 9062 SQ.FT. f ►e 6t3 0 Z 5/8 x 30 Iron Rebar with � NOO°0-x'(71"c- I �;; 7 017 SQ.F T. k i 4, Yellow Plastic Ca Marked 6 4 ~ 56 /00.00' :k 6821 SQ.FT. ~ W P I, v� RYDELL PLS _ ;37 to be `' Post Monumentated, �3 . 9578 SQ.FT.h 09600 SQ.FT: o` 1000' NAD°03'0/"E Y Monuments • V H - o - t Set 5 4 ,o 0 5 5 0 h o e o 5 9 0 _� • �. 105.00' ac W; b I $ � O d� h0 � t w 9188 SQ.FT. ` 7625 SO.FT.� �' 6000 SQ.FT. 64 ° oh o N °` 5/8 Iron Rod with 1-1/28 z ``''o E $$ 8T i o I o Aluminumcapmarked RYDELL _ n�ao�o3o/ "E ( ° N 3 6000 SQ.FT. z eh e 3 cc PLS 1437 to be Post v� q 8300 SQ.FT, a - Monumented and Set Flush 10' UT/L/TY EAsemENT I 46 1AD.00 h 2 !� /IK�°0301 E i -b INCLUDING NG PR/VA ;L 1`► with Asphalt. Monuments S1 , TE O / `�•'� 07• `506' STt�RAI ORA lNA6E O h h /00.00 NOO°03 O/ E h a 9 Set 4 33 t O q a I /03.00' q 35., ?, >n o0 6000 60.o0 0 6 0 0 �, $ i �, 0 o 3 34 JWJ; 0l . '= � 5/8 ' Iron Rod with 1-1/2 ' 500 01 18 E - 1110.00 6000 sQ.FT. 63 0 0 � eIWAD h Io 3 Aluxninum�Cp asarked RYDELL Noo-003'0/'E + 6000 SQ.FT. e68 $ e v PLS 1437 to be Post /oo.ao' o i 63t�0 SQ.FT• C Monumented Inside Monument Noa o3 0/ E �, Box . Monun�enta Set Ch , /o 00.00 3 NOO'.•03'01 "E/05.00' (R) Radial to Curve • 6000 SQ.FT. 62 $ o PROPFR'T DATA: Y LINE CURVE Df 6000 SQ.FT. a `O o 69 i o (NAI Not Radial to Curve loaoo � � � e 2 6300 SQ.FT. 3 Property L No. Radius Delta Chord Bearing Chord Length SOX 03'01'W 2,100,2$00' /aco0' Q Line Curve Data P Y a 1 . ( 330 . 00 ' 0 . 38 ' 40 " N81 . 09 ' 21 "W 3 . 71 ' 3 . 7111 100.00 S00' 03'01'��V - 150.00' 103.00' 30.00_ - 30.00 "-' Centerline Curve Data 2 . ( 1130 . 00 ° 0 . 20 ' 04 " N81 . 381 436w 6 . 60 ' 6 . 60 ° 1 N89' SQ'39'W TRAcT "A " 500' 03#01-DW - 1a5 • r w • ' r ' P WIDE STREET N89' 5Q 59'W .00 _ 3 . 1130 . 004 47 34 584 11 32 E 94 . 50 94 . 53 10.54 .. „ -4 . 17 , 00 ' 86 . 35 ' 020 S43 . 18 ° 498E 23 . 31 ' 25 . 69 ' RESERVE SrR/PTRACT 8 ® Corner Notes 8.99' / WIDE STREET 5 . 175 . 00 ' 18 . 11 ' 41 ' S090 04 ' 330W 55 .34 ' 55 . 57 ' RESERVE STRIP 6 . 225 . 00 ' 01 . 25 ' 48' S170 27 ' 290W 5 . 62 ' 5 . 62 ' NARRATIVE: INDEX Arc Lengths Shown on all Curves 225 . 00 ' 15 . 31 ' 018 SOe • 59 ' 04 "W 60 . 75 ' 60 .94 ' 8 225 . 00 ' Ol • 14 ' 520 SOOOMe 36 ' o4o 4 . 90 ° 4X901 This plat is based on County Survey No . 22 , 41 +x , the plat of Sheet No. Description M' Set Brass Screw in sad ' • P 0 L If1 Concrete 90 50 . 00 ' 10 • 151 ' 19 6 S05 • 26 ' 57 0E 9 . 46 ' 9 . 47 ' "VILLAGE AT SUMMER LARK PARR ' , end County Survey No. 23324 by with 3/4 Brags Washer Marked 10 . 50 . 00 ' 400 :19 ' 070 S31 . 12 ' 100E 34 * 74 ' 35 . 48 ° Clarence Barker , all of which should be ref*red to when doing 1 of 3 Map, Legend, Curve Data " PLS 1437 " 11 : 50000 , 400 a39080 S71 • 51 ' 188E 34 . 74 ' 3548 ' work in this area. Basis of Bearings is the record bearing of 2 . 50 . 00 ' 40 • :39 ' 08 ' N67 . 29 ' 348E 34 . 74 ' 35 . 48 ' North 00 • O1 18 West along the East lint between the Initial 2 of 3 Surveyor ' s Certificate , Post l3e 509001 40 ' 39 ' 07 " N2610 50 ' 266E 34 . 74 ' 35 . 48 ' Point and the Northeast corner of Lot 13 of "VILLAGE AT SUMMER Monumentation CertificAtee, I hereby Corner Notes y certify that this 14 . 50.. 00 ' 810 150 ° 16 " N340 24 ' 15 "�1 65 . 50 ' 71 . 42 ' LAKE Pie • tracing 3 of 3 Dedication, Acknowled ementoriginal r ing is an exact copy of the l5 . 17 . 00 ' 25 • �11 ' S9 " N62 ' 28 ' 24 "w 7 . 56 ' 7 . 63 ' 9 ori incl " City and County Approvals S plat of Village 16 . 17 . 00 ° 49. 361 07 " N24 . 49 ' 21 "tiT 14 . 26 ' 14 . 72 ' at Somme L " SummerLake Park Na. 2 17 . 17 . 00 ' 90 • 04 ' 190 N45 " 00 ' 524E 24 . 06 ' 26 . 72 ' CENTERLINE CC�R4� • 18 . 17 , 00 ' 89 . 55 ' 41 " N440 59 ' 080W 24 . 03 ' 26 . 68 ' E DATA : REGISTERED 19 , 175 , 00 ' 18 . 11 ' 41 " N09 . 04 ' 338E 55 .34 ° 55 . 57 ° PR0FESS10NAL No. Radius Delta Chord Bearing Chord Length LAND SURVEYOR � � 20 . 225 . 00 ' 7 . 18 ' S3 ' Nl4 • 30 ' S7 'E 28 . 71 ' 28 . 7w ' - -- - - ---. ---.-.- Z SUBJECT TO COVENANTS CONDITIONS � �9b 21 , 225 . 00 ' 10 . 52 ' 48 ' N05 . 25 ' 060E 42 . 66 ' 42 . 73 ' A. 300 . 00 ' 1 . 34 ' 21 " S80 • 411 318E 8 . 23 ' 11 . 23 ' AND RESTRICTIONS AS RECORDED IN Leonard e Hard A. Ryda4107P, LeS, q437 2 . 17 . 00 ' 90 . 04 ' 19' N45 . 00 ' 520E 24 . 06 ' 26 . 72 ' Be 1100 . 00 ' 74 10 ' 166 S85 . 031 490E 137 . 59 ' 137 . 68 ' FEE NO. .=17 WASHINGTON 23 . ( 1070 . 00 ' 7 . 31 ' 09 ' S86 . 11 ' 250E 140 .321 140e4211 C. 1100 . 00 ' 10181 02 " S89 . 171584E 24 . 97 ' 24 . 97 ' COUNTY DEED RECORDS . 24 . 11070 . 00 ' 0 . 57 ' 090 S81 . 57 ' 160E 17 . 79 ' 17 . 79 ' 1 D. 200 . 00 ' 180111 41 " S09. 04 ' 3341 63 . 24 ' 63 . 51 ' 01tIGON 25 . ( 270 . 00 ' 2 . 42 ' 370 S800 07 ' 220E 12 . 77 ' 12,97711 SIM 30. 1977 LEONARD A, RYDELL 1137 Sh t 1 of VIL1J,&,,-J.E; @ SUMMERLAYE PY #2 2 OF 14 MAN- il_ � I1-1 r l 1 1 � I 1 I I� r 1 1 �I � 1 � i ' 1 j � l � r �� I � B 10 _ • .,w • NOTE : IF THIS MICROFILMED 114 3 4 5 6 7 9 11 12 - DRAW114G IS LESS CLEAR THAN 46 THIS NOTICE-,---IT IS DUE TO �, :� !• THF QIJALITY OF THE ORIGINAL y .• .•� DRAW 1 NG, .-.- �E 62 9�! L2 97 S?, Vz E2 22 12 --0? 61 191 L 1 91 S1 41 I z 4 11 01 6 9 L 9 S b "' 1 rtll�llll�llll�l{II�1111�11II�IIIIIilll�lll IllluIIIIIIN�I11111{It�it1111t{J�IIt��#.ell�ll 1 TTTT V �, II�IIIII1111111�IIII�tllilll_II1111llrllllr►1111��lI�I�IIIIIIIIIf1111+tfi1�111i�itU�ntl��ttt11t�111itIH 1�IIu�11111111111111f11111�ll��llll�llU��.l.1�1118�il�Ilt� � _ .. • � o s � i 4' C w � � � w v: a N C 00 O .M a� a`"'m r?^ J� '-cn <o w rro wn � �. a cn C n cn cn 0 CL September 3, 1991 CITY OF TIGARD OREGON TO WHAM IT MAY CONCERN: This is to acknowledge that effective this date, street, sanitary arid storm sewer public improvement facilities installer. within the following development projects are hereby accepted by the City of Tigard, Oregon, for operation and maintenance: 1 . Mailard Lakes Subdivision 2 . 1.08th Avenue Sanitary Sewer 3 . Morning Hill (Lots # 1 - 53) Subdivision 4 . Morning Hill No. 2 Subdivision 5 . Gallo's Vineyard Subdivision 6 . Dover Landing (Phase No. 2) Subdivision 7 . Ari Green Subdivision 8 .. Genesis No. 2 Subdivision 9 . North Dakota Street Sanitary Sewer extension 10 . Morning Hill. No. 3 Subdivision 11 . Tigard East Sanitary & Storm Sewer Relocation 12 . Exodus Subdivision 13 . Cotswald No. 3 Subdivision 14 . Swanson 's Glen (Phase No. 1) Subdivision 1.5 . 108th Ave. /Durham Road Improvement 16 . 113th Ave./Durham Road Improvement 17 . Albertson's Sanitary & Storm Sewer Extension 18 . Merestone Subdivision 19 . Clydesdale Sanitary Sewer Extension 20 . Tony's Place Subdivision 21 . Barbee Court Subdivision 22 . Winterlake Subdivision 23 . Creekside Subdivision - Randall R. Wooley, City trigineer 9j;Jll; tr main.ncp 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - — --— CITY OF TIGARD March 21 , 1991 OREGON OR-AK Corporation P. O. Box 2302 Lake Oswego, OR 97035 Re: Village at Eummerlake Park No. 2 Dear Mr. Hobbs : This is to acknowledge that effective March 1 , 1991, the public improvemenu facilities installed within the subdivision improvement project, commonly known as Villaqe at Summerlake Park No. 2 were fully accepted by the City of T:igar-', Oregon, for operation and 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 assurance release, please contact Mr. John Hagman at 639-4171 . Sincerely, '/Z V Randall R. Wooley City Engineer dj/1-or-ek.JH Enc].s . (2) 13125 SW Mall Blvd.,P.O.Box 2.397.Tigard,Oregon 97223 (503)639-4171 -------J CITY OF TIGARD March 21, 1991 OR OR-AK Corporation & Morissette Builders, Inc. P.O. Box 2302 Lake Oswego, OR 97035 RE: Village at Summerlake Park No. 2 (Maintenance Assurance) . Dear Mr. Hobbs : In the matter of the twenty-one thousand one hundred dollars and sixty cents Cash Bond Escrow Agreement between OR-AK Corporation & Morissette Builders Inc and Seattle First National Bank and the City of Tigard, Oregon; this is to serve as written acknowledgement that the City has no further interest in said assurance. All required work is satisfactorily complete. The funds may be released. If you have any questions regarding this matter, please contact John Hagma.z at 639--4171 . Sincerely, Randall R. Wooley City Engineer dj/1 -or-ak.111 13125 SW Poll Blvd.,P.O.Box 23397.Tigard,Oregon 97223 (503)639-4171 -- -- -- 3 March 21, 1991 CITY OF TIGARD� OREGON OR--AK Corporation & Morissette Builders, Inc. PO Box 2302 Lake Oswego, OR 97035 RE: Village at Summerl.ake Park No. 2 (Performance Assurance) Dear Mr. Hobbs: In the matter of the eight-five thousand seven hundred twenty-five dollars ($85, 725 . 00) Letter of Commitment between OR-Ak Corporation and Morissette Builders, Inc. , and the City of Tigard, Oregon, and Seattle First National Bank; this is to serve as official- notice to allow said bank to release to OR-AK Corporation and Morissette Builders, Inc. all of the balance of the deposit ($29, 515 . 00) entrusted to said bank. All work assured thereby having been satisfactorily completed. If you have any questions regarding this matter, please contact ,John Hagman, at Tigard City Hall, 639-4171 . City of Tigard, Oregon By: <ir�.- 4;✓Z /z Ae�" , - Randall R. Wooley, City Engi . _r. 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — --- LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 21 November 1990 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn : Mr. John Hagman, Engineering Re : "Village at Summer Lake Park No. 2" Dear. Mr. Hagman: Enclosed please find a "Certificate of Compliance " dated 14 November 1.990 for the "VILLAGE AT SUMMER LAKE PARK NO. 211. Please note that all items are complete except for the driveway approach and sidewei. k for Lot 68 . However, this work is anticipated within two weeks as the house is underconstruction, framed and roofed. The driveway is rocked and graded. Should your office need any further information, please give me a call. Thank you. Sincerely yours, Veon eard A. Ryell, P. E. , P. I,. S. LAR/j cc: OR-AK Corporation Pride Services - Sharon PLANNED DEVELOPMENTS a RESIDEt TIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES CERTIFICATE ON COMPLIANCE RE: VTLLA(,F AT SiJMMER LAKE PARK NO. 9 This is to certify (in accordance with T.M.C. 17.08.010(6), T.M.C. 17.09. 12u, and T.M.C. 17.09. 160) to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's street dedication i.nprovement standards and specifications ; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit : (Project Engineer's Initials) 1. Sanitary Sewer System �► 2. Storm Sewer System ♦ ' 3. General Utility Systems : Domestic Water Al Electric Power Cas Telephone Cable T.V. ACI Streetlighting _ 4. Street System: Subgrade Base Surfacing. . .Base Lift �`'+• Final Lift Sidewalks Lot 68 not completed , house under construction Aprons b Ramps Curb S. Monumentation System { Lert it ied this 14th day of November 19 gp`. Pyr 65 B y. ,�, t ruject Efig i ncfer) �ca N rF "�•,�2i � 144 Firm: Leonard A. Rydell , PE, PLS (, 0�lq� t,�U 601 Pinehurst Drive Newberg, Oregon 97132 (01335) OR-AK CORPORATION 1 1 i9oo U `L DO OREGON-ALASKA LAND DEVELOPMENT CO. CITY nr POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-245-4900 FAX 503-246-3293 July 10, 1990 It John Hagman, Engineering Technician C:.ty of Ti Bard P.O. Bo% 23397 Tigara, OR 97223 RE: Village at Summer_ Lake Park No. 2 Dear John: Consider this our f.orinal request to complete tha public improvements on Village at Summer Lake Park No. 2. subdivision, which will include the second lift of: asphalt. We gill schedule the second lift and call for an inspection prior to installing the second lift. If there are additional items that need to be corrected at this time, would you please make an inspection and give us a list. Yours truly, Gordon Hobbs President /cw . ltrs.hagman j.. ELD x OR-AK CORPORATION JUL 11 1990 OREGON-ALASKA LAND DEVELOPMENT CO. CITY nF ^ ^^ - - - �--G — POST OFFICE BL X302 LAKE OSWEGO, OREGON 9703.' 603-245-4900 FAX 503-246-3293 ij 1 July 10 , 1990 John Hagman, Engineering Technician } City of Tigard ' P.O. Box 23397 Tigard, OR 97223 RE: Village at Summer., Lake Park No. 2 Dear John: Consider this our formal request to complete the public ' �. improvements on Village at Summer Lake Park No. 2 subdivision, which will include the second lift of asphalt. We will schedule the second lift and calf for an inspection prior to installing the second lift. If there are additional items that need to be corrected at this time, would you please make an inspection and give us a •list. Yours truly, s � Gordon Hobbs �_^ President A 11 � 1 �)C)U /cw ltra.hagman erse_ c_cti•�d�-�� i �� ,,; � ��YIG1C��"C1e5 w\�c� v.e��e►-re 1� � 4 . r .Y��..,14%.001h j�am,, f.1� � Y1 .. _ .. x Wr {♦: �0 �. Al , Pq'''f �NIh1��► �1..A. 'r 4 P-It ALTA Owners Policy �// 4 ,f F (10/21/87) ' POLICY IAF TITLE INSURANCE ,;mQ yq A M E q1� I* (1 A P44/"' �) First American Title Insurance Company of Oregon ��►- 310 S W. Fourth Avenue • Portland, Oregon 97204-2376 (503)222.3651 I� ' lilt ! SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN f SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON,a Oregon corporation,herein called the Company,insures,as of Date of Policy shown in Schedule A,against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by Ilk R reason of ►'�" ,�► 1. Title to the estate or interest described in Schedule A being vested other than as stated therein, e ' Tu a 4►r 2 Any defect in or lien or encumbrance on the title; 0 3. Unmarketability of the title; : 4. Lack of a right of access to and from the land The Company will also pay the costs,attorneys'fees and expenses incurred In defense of the title,as insured,but only to i the extent provided in the Conditions and Stipulations. R� untersignedf, " M Authorized Officer I dbe FIRST AMERICAN TITLE INSURANCE COMPANY r GAtGON rri �'Gtt PRF.SInENT A ATTEST V'I��[�'�n�. ', SECRETARY OLTA Form 13 t1l 110 &W EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, legal fees or expenses which arise by reason of: 1 (a) Any law,by law or governmental regulation(including but not limited to building and zoning laws,by laws,or regulations)restricting,regulating, prohibiting or relating to(i) the occupancy,use,or enjoyment of the land;(ii) the character,dimensions or location of any improvement now or hereafter erected on the land,(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part,or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,lirn or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2 Rights of expropriation unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any expropriation which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3 Defects, liens, encumbrances, adverse claims or other rnatters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured Jaimant became an insured under this policy; (C) resulting in no loss or damage to the insured claimant, (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. CONDITIONS AND STIPULATIONS 1. DEFINITION OF TERMS. other matter insured against by this policy which constitutes insured, in a reasonably diligent manner by any method, The following terms when used in this policy mean the basisof loss or damage and shall state,to theextent possi- including litigation and the completion of any appeals there- (a) "Insured" the insured named in Schedule A and, ble,the basis of calculating the amount of the loss or damage. from,it shall have fully performed its obligations with re- subject loany rights ordefenses the Company would have had 11 the Company is prejudiced by the failure of the insured spect to that matter and shall not be liable for any loss or against the named insured,those who succeed to the interest claimant to provide the required proof of loss or damage,the damage caused thereby of the named insured by operation of law as distinguished from Company's obligations to the insured under the policy shall (b) In the event of any litigation,including fill oanon by purchase Including, but not limited to, heirs, distributees, terminale,including anYy liability or obligation to defend,pros- the Company or with the Company's consent,the Company devisees,survivors,personal representatives,next of kin,or ecute.or continue any litigation,with regard to the matter or shall have no liability for loss or damage until there has been corporate or fiduciary successors, matters requiring such proof of loss at damage a final determination by a court of competent jurisdiction, (b) "Insured claimant an insured claiming joss or In addition, the insured claimant may reasonably be re- and disposition of all appeals therefrom,adverse to the title damage. qulred to submit to examination under oath by any authorized as Insured. (c) "knowledge"or"known constructive knowledge, represent alive of the Company and shall produce for examina (c) The Com any shall not tw liable for loss or damage to not actual knowledge or notice which may be imputed to an hon,inspection and copying,at such reasonable times and any Insured for haPity voluntarily assumed by the insured insured by reason of the public records as defined in this policy places as may be designated by any authorized representative in settling any claim or suit without the prior written consent or any other records which impart actual notice of matters of the Company,all records,books,ledgers,cheques,corre- of the Company alfectinp the land spondence and memoranda,whether bearing a date before or Id) "land the land described or referred to in Schedule after Date of Policy,which reasonably pertain to the joss or 10 REDUCTION OF INSURANCE;REDUCTION OR (A),and Improvements affixed thereto which by law constitute damage Further,it requested by any authorised representa- TERMINATION OF LIABILITY. real property.The term"land"does not include any property tive of the Company,the insured claimant shall grant Its per- All payments under this policy,except payments made be and the lines of the area described or referred to in mission,In writing,for any authorized representative of the for costs,legal fees and expenses,shall reduce the umount Schedule(A),nor any right,title,interest,estate or easement Company to examine, Inspect and copy all records, books, of the insurance accordingly. in abutting streets, roads, avenues, alleys, lanes, ways or ledgers,cheques.correspondence and memoranda in the cus- waterways,but nothing herein shall modify or limit the extent tody or control of a third party,which reasonably pertain to the 11, LIABILITY NONCUMULATIVE. to which a right of access to and from the land Is insured by joss or damage.All information designated as confidential by It is expressly understood that the amount of insurance this policy, the insured claimant provided to the Company pursuant to this under this policy shall be reduced by any amount the Com- e) "mortgage".mortgage,charge,deed of trust,trust Section shall not be disclosed to others unless in the reason- pany may pay under an otic insuringa mortgage to which deed,or other security instrument. able judgment of the Company,it is necessary in the adminis- exception is taken in Schedule 8 or to hich the Isured has (0 "public records records established under pro- tration of the claim Failure o1 the Insured claimant to submit agreed,assumed,or taken subject,or which Is hereafter vincial statutes at Date of Policy for the purp)se of imparting for examination under oath,produceother reasonably request- executed by an insured and which is a charge or lien on the constructive notice of matters relating to real property to pur- ed information or grant permission to secure reasonably estate or interest described or referred to in Schedule A,and chasers for value and without knowledge necessaryh information from third parties as required in this the amount so paid shall be deemed a payment under this (g) "unmarketability of the title" an alleged or apparent pan,srap prohibited liability or governmental regula- policy to the insured owner matter affecting the title to the land,not excluded or excepted Y Y Company under this from coverage,which would entitle a purchaser oftl,eestate it policy as to that claim 12. PAYMENT OF LOSS. interest described In Schedule A to be released from the (a► No pa;menl shall be made without producing this obligation to purchase by virtue of a contractual conditlon S. OPTIONS t0 PAY OR OTHERWISE SETTLE CLAIMS; policy a) No hall be made unless produhe cing has requirirn the delivery of marketable title TERMINATION OF LIABILITY. been lost or destioyed,inwhich case proof ulloss ordeslruc- Ire rase of a clami under this policv,tree Company shall have tion shall be'urnished to the satisfaction of the Conyduy 2. CONTINUATION OF INSURANCE AFTER the following additional options Ib) When liability and the extent of loss or damage CONVEYANCE OF TITLE. (a) To Pay or Tender Payment of the Amocnt of has been dell iitelyfixed inaccordance with these Conditions The coverage of this policy shall continue in force as of Date Insurance ar;d Stipulations,the loss or damage shall be payable within of Policy in favor of an insured only so long as the insured To pay or tender payment of the amount of insurance 30 oa;q thereafter retains an estate or interest in the land,or holds an indebted- under this policy together with any costs, legal lees and ness secured b a purchase money mortgage given by a expenses incurred by the insured claimant, which .:•e 13. SUBROGATION UPON PAYMENT purchaser from the insured,or only so long as the insureds hall authorized by the Company,up to the time of payment or ten- OR SETTLEMENT, have liability by reason of covenants implied by the Land der of payment and which the Company is o ligated to pay Registration Reform Act 1984(Onataric)made b the insured Upon the exercise by the Company of this option,all liability (a) The Company's Right of SubrroSaWn. in any transfer or conveyance of the estate or interest This and obligations to the insured under this policy,other than to whenever the Company shall have settled and paid a policy shall not continue in force in favor of any purchaser from make the payment required, shall terminate, including anv claim under this policy,all tight of subrogation shall vest in SCHEDULE A Policy No. : 369070 Amount of Insurance: $2 , 210.00 Premium: $125 .00 Date of Policy: October 31 , 1989 at 11 : 30 A.M. 1 . Name of Insured: CITY OF TIGARD, a municipal corporation--- 2. The estate or interest in the land which is covered by this policy is: The fee simple estate--- 3. Title to the estate or interest in the land is vested in: CITY OF TIGARD, a municipal corporation--- 4. The land referred to in this policy is described as follows: For legal description see Exhibit "A" attached hereto--- PAGE 1 of Policy ( 1987 ) No. 369070 EXHIBIT "A" A tract of land located in a portion of S .W . 130th Avenue, ASH VALLEY TRACTS, a plat of record in Washington County, and located in the Southeast quarter of Section 33 , Township 1 South, Range 1 West of the Willamette Meridian, in the Cit, of Tigard , Ccunty of Washington and State of Oregon, and more fully described based on a County Survey No. 23 , 324 by Clarence E . Barker, P.L.S . , as Follows .- Beginning at a 5/8-inch iron rebar at the Northwest corner of VILLAGE AT SUMMER LAKE PARK NO. 2, a subdivision recorded 16th August 1989 in Book 70, pages 25, 26 and 27 , Washington County Plat Records, said point being also on the West right of way line of S .W. 130th Avenue as platted by said ASH VALLEY TRACTS; thence North 00°01118" West along the West right of way line of said S .W. 1.30th Avenue 64.60 feet to a 5/8 inch iron rebar; thence South 89°56159" East 40 .00 feet to a 5/8-inch iron rebar on the East right of way line of. S .W . 130th Avenue, said rebar being also the Northwest corner of a tract of land conveyed to the City of Tigard for park purposes by Warranty Deed recorded 5th December. 1988 as Fee No . 88-53978; thence South 00001118" East along the West line of said City of Tigard Park and the East right of way line of S.W . 130th Avenue 70 .72 feet to a 5/8-inch iron rebar on the North right of way line of S ,.W. Winter Lake Drive as platted by said VILLAGE AT SUMMER LAKE PARK NO . 2; thence no a 1070. 00 foot radius curve right ( long chord bears North 81*57116" West 17 . 79 feet ) along the North right of way line of said S .W . Winter Lake urive an arc distance of 17 . 79 feet to a 5/8-inch iron rebar; thence North 81°28141 " West along the North right of way line of said S .W. Winter Lake Drive 9 . 92 feet to a 5/8-inch iron rebar; thence on a 270 .00 foot radius curve right ( long chord bears North 80°07122" West 12 . 77 feet ) along the North right of way line of said S.W. Winter Lake Drive an arc distance of 12 . 77 feet to the true point of beginning .--- PAGE 2 of Policy ( 1987 ) No. 369070 i SCHEDULE B EXCEPTIONS FROM COVERAGE I This policy does not insure against loss or damage, (and the Company will not pay costs, attorneys ' fees or expenses ) which arise by reason of: 1 . Taxes or assessments which are not shown as existing liens by the records of any taxing author?. ty tha' levies taxes or a,sessments on real property or by the public records ; proceedings by a public agency which may result in taxes or assessments , or notices of such proceedings , whether or not shown by the records of such agency or by the public records . 2 . Any facts , rights , interests , or claims which are not shown by the public records but which could be ascertain( 4 by an inspection of said land or by making inquiry of persons in possession thereof . 3 . Easements , encumbrances, or claims thereof , not shown by the public records , unpatented mining claims , reservations or exceptions in patents or in acts authorizing the issuance thereof, water rights , claims or title to water. 4 . Any lien, or right to a lien, for services , labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records . 5 . Discrepancies , conflicts in boundary lines , shortage J.n area, encroachments , or any other facts which a correct survey would disclose. 6 . Statutory Powers and Assessments of Unified Sewerage Agency. PAGE 3 of Policy ( 1987 ) No. 369070 THIS MAP IS FURNISHED AS A CONVENIENCE IN LOCATING PROPERTY AND THE COMPANY ASSUMES NO LIABILITY FOR ANY VARIATIONS AS MAY BE DISCLOSED BY ACTUAL SURVEY First American Title Insurance Company of Oreg MR uoumeoAOutirwo Rome o/TITLE INSURANCE COMPANY OF OREGON 310 S.W. FOURTH Avc...UE,*PORTLAND, OR 97204 ASH VALLEY TRACTS (503) 222-3651 1 S 1 33DD 50 - 85 SEE MAP ±o' 376` IS 133DB 9 89'.6' W {.� W C% O , N N 99°46'E !76' Q o 6 ° NT�QCM R=lo>•o 4 .� _ 1 r .,, po 391 oe �.'x m z w Mlal N ,f W9 %C W 4 Q 0 R SEE MAP ' m IS I 33DC ' Ld Ld �l m � A 11 It urout ru UI Winer pi an estate ur It In the Ianu,ur tit,m indebtedness secured by a purchase money mortgage given to litigation,and the policy shall oe surrenuere:,to um witiva,,, it*Insured for cancellation. rights and remedies which the insured claimant womo nave (b) To Pay or Otherwise Settle With Parties Other than had against any person or property in respect to the claim 3. NOTICE OF CLAIM TO BE GIVEN BY the Insured or With the Insured Claimant. had this policy not been issued. If requested by the Corn- INSURED CLAIMANT. (f) to pay or otherwise settle with other parties for or pang,the insured claimant shall transfer to the Company all in the name of an insured claimant any claim insured against rights and remedies against any person or property The insured shall notify the Company promptly in writing(f) under this policy, together with any costs, legal fees and necessary in order to perfect this right of subrogation The in case of any Iitigationasset forth inSection 4(a)below,fill in expenses Incurred by the insured claimant which were insured claimant shall permit the Company to site, com- case knowledge shall come to an inst-•ed hereunder of any authorized by the Company up to the time of payment and promise or settle in the name of the insured claimant and to claim of title or interest which is adverse to the title to the which the Company is obligated to pay,or use the name of the insured claimant in any transaction or estate or interest,as inswed.and which might rause loss or (if) to pay or otherwire settle with the Insured claim- litigation Involving these rights or remedies damage for which the Company may be liable by virtue of this ant the loss or damage provided for under this policy,together If a payment on account of a claim does not fully cover the policy,or(Iit)if title to the estate or interest,as insured,is with any costs, legal fees and expenses incurred by the loss o1 the insured claimant, the Company shall be sub rejected as unmarketable.If prompt notice shall not be given to insured claimant which were authorized by the Company up to rogaled to these rights and remedies in the proportion which the Company,then as to the insured all liability of the Com- the tinge of payment and which the Company Is obligated the Company's payment bears to the whole amount of pany shall terminate with regard to the matter or matters for to pay. the loss. which prompt notice is required; provided, however, that Upon the exercise by the Company of either of the options If loss should result from any act of the Insured claimant, failure to notify the Company shall in no case prejudice the provided for in paragraphs(b)(1)or(ii),the Company's obli- as stated above,that act shall not void this policy,but the rights of any insured under this policy unless the Company gations to the insured under this pokry for!hp claimed loss or Company,in that event,shall be required to pay only that shall be prejudiced by the failure and then only to the extent of damage,ether than the payments required to bt,made,shall part of any losses insured against by this policy which shall the prejudice. terminate,including any liability or obligation to defend,pros- exceed the amount,if any,lost to the Company by reason of 4 DEFENSF AND PROSECUTION OF ACTIONS; acute or continue any litigation. the right op suhrogalrment bior1he insured r,!aimant of the Company DUTY OF INSURED CLAIMANT TO COOPERATE. 7, DETERMINATION,EXTENT OF LIABILITY (b) The Company's Rights Against non-Insured (a) Upon written request by the insured and subject to AND COINSURANCE. Obligors. the options contained in Section 6 of these Conditions and This policy is a contract of indemnity against actual The Company's right of subrogation against non Stipulations,the Company,at its own cost and without unrea- monetary loss or damage sustained or incurred by the insured insured obligors shall exist and shall include,without limila sonable delay,shall provide for the defense of an insured inclaimant who has suffered loss or damage by reason of mat lion, the rights of the insured io indemnities,guaranties, litigation Iii which any third party asserts a claim adverse to ters insured against by this policy and only to the extent herein other policies of insurance or bonds,notwithstanding any the title or interest as insured.but only as to those slated described terms or conditions contained in those Instruments which causes of action alleging a defect,lien or encumbrance or other (a) The liability of the Company under this policy shall provide for subrogation rights by reason of this pnury. matter insured against by this policy The Compasiy shall have not exceed the least of the right to�alect counsel of its choice(subjerl to the right of 14. ARBITRATION, the insured to object for reasonable cause,to represent the (i) the Amount of Insurance stated u Schedule u or, Insured as to those stated causes of action and shall not be (ii) the difference between the value of the Insured Unless prohibited by applicable law,either the Company liable for and will not pay the lees of any other counsel.The estate or interest as insured and the value of the insured or the insured may demand arbitration pursuant to the Title Company will not pay any fees,costs er expenses incurred he estate or interestsubject to the defect,lien or encumbrance Insurance Arbitration Rules of the American Arbitration the Insured in the defense a those causes s action which insured against b this tics. Association Arbitrable matters may include, but are not allege matters not insured against by this policy. (b) In the event the Amount of Insurance staled in limited to,any controversy or claim between the Company (b) The Compare shall have the right,at its own cost,to Schedule A at the nate of Policy is less than 80 percent of the and the insured arising out of or relating to this policy,any Company g value of ih3 insured estate or interest or the full consideration service of the Company in connection with its issuance or Institute and prosecute any action or proceeding or to do any paid to,the land,whichever is less,or if subsequent to the Date the breach of a policy provision or other obligation All arhitr- other act which in Its opinion may be necessary or desirable to of Policy an improvement is erected on the land which in- able matters shall be arbitrated only when agreed to by bulb establish the title to the estate or interest,as insured,or to pre- creases the value of the Insured estate or interest by at least the Company and the insured.Arbitration pursuant to this vent or reduce loss or damage to the insured The Company 20 percent over the Amount of Insurance staled in Schedule A, policy shall be binding upon the parties. The award may may take any appropriate action under the terms of this policy, then this Policy is subject to the following. include legal fees.Judgment upon the award rendered by the whether or not it shall be liable hereunder, and shall not (i) where no subsequent improvement has been Arbitrator(s) may be entered in any court having juris- thereby concede liability or waive any provision of this policy. made,as to any partial loss,the Company shall only pay the diction thereof. If the Company shall exercise its rights under this paragraph, loss pro rata in the proportion that the amount of insurance at i he laws of the State of Oregon shall apply to an arbitra it shall do so diligently. Date of Policy bears to the total value of the insured estate or tion. (c) Whenever the Company shall have brought an interest at Date of Policy, or (if) where a subsequent A copy o1 the Rules may be obtained from the Company action or filed a defense as required or permitted by the pro- improvement has been made,as to any partial loss,the Com- upon request. visions of this policy,the Company may pursue any litigation pany shall only pay the loss pro rata in the proportion that 120 to final determination by a court of competent jurisdiction and percent of the Amount of Insurance stated in Schedule A bears 16. LIABILITY LIMITED f0 THIS POLICY; expressly reserves the right,in its sole discretion,to appeal to the sum of the Amount of Insurance stated in Schedule A and POLICY ENTIRE CONTRACT. from any adverse judgment or order the amount expended for the Improvement (a) This policy together with all endt,rsements,if an (d) In all cases where this polic permits or requires the The provisions of this paragraph shall not apply to costs, attached heretby the Company Is the entire policy and con o�proceed pto roceeding.the insuredshaor llsecure for tdtof thee of Compeny action the legal lees and expenses for which the Company is liable under tract between the insured and the Company In interpreting right c e prosecute or provide defense in the action or pro- this policy,and shall only apply to that portion of any loss any provision of this policy,this policy shall be construed as right tg,and all appeals therein,and permit the Company to which exceeds,in the aggregate,10 percent of the Amount of a wholeceedin . Insurance stated in Schedule A (b) An claim of loss or damage,whether or not based use at Its option, the name of the insured for this purpose (c) The Compare will a only those costs,legal fees and y g Whenever requested by the Company,the Insured,at the Com y pay y on negligence,and which arises out of the status of the title pangs expense,shall give the Company all reasonable aid(f) expenses incurred in accordance with Section 4 0l these Con* to the estate claim, interest covered hereby or by any action as - pany and Stipulations Bertin such claim,shall be restricted to This otic In any action or proceeding,securing evidence,obtaining wit- nesses,prosecuting or defending the action or proceeding,or 6 APPORTIONMENT. (c) No amendment of or endorsement to this policy effecting settlement,and(it)in any other lawful act which in can be made except by a writing endorsed hereon or the opinion of the Company may be necessary or desirable to If the land described in Schedule(A)consists of two or more attached hereto signed by either the President,a Vice Presi- establish the title to the estate or interest as Insured.If the parcels which are not used as a single site. and a loss is dent, the Secretary,an Assistant Secretary,or validating Company is prejudiced by the failure of the insured to furnish established affecting one or more of the parcels but not all,the officer or authorized signatory of the Company the required cooperation, the Company's obligations to the joss shall be computed and settled on a pro rata basic as if the insured under the policy shall terminale,including any liability amount of insurance under this policy was divided pro rata as 16. SEVERABILITY. or obligation to defend,prosecute,or continue any litigation, to the value on Date of Policy of each separate parcel to the In the event any provision of.he policy is held invalid or with regard to the matter or matters requiring such cooperation whole,exclusive of any improvements made subsequent to unenforreable under applicable law, the policy shall be Date of Policy,unless a liability or value has otherwise been deemed not to include that provision and all other provisions 6. PROOF OF LOSS OR DAMAGE. agreed upon as w.a .i parcel by the Company and the insured shall remain In full force and effect In addition to and after the notices required under Section 3 at the time of the issuance of this policy and shown by an ex- at these Conditions and Stipulations have been provided the press statement or by an endorsement attached to this polic e 17. NOTICES,WHERE SENT. Company,a proof of loss or damage signed and sworn to by the 6. LIMITATION OF LIABILITY. All notices required to be given the Company and any insured claimant shalt Se furnished to the Company within 90 statement in writing required to be furnished the Company days after the insured claimant shall ascertain the facts giving (a) If the Company establishes good and ma,ketable shall include the number of this policy and shall bo rise to the loss or damage.The proof of loss or damage shall title,at removi s the alleged defect,lien or encumbrance,or addressed to the Company at 310 S W. Fourth Avenue, describe the defect in,or Igen or encumbrance on the title,or cures the lack of a right of access to or from the land,all as Portland. Oregon 97204, or to the office which issued this policy .'� "�' ,��.►/��.h�tr/� ,,� •t w1I�Aw�Aw/�Aw Ar1�� w w� �: r) M � , EM* a. tit �,� ti►. ,� V UV441Zu".. ai ai4 t I',/_ ,� O � LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 Fb'NEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 24 October 1989 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician III Re : VILLAGE AT SUMMER LAKE PARK NO. 2 Dear Mr. Hagman: Enclosed for your records please find one xerox mylar set of the "As-Built " construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements" to "VILLAGE AT SUMMER PARK PARK NO. 2 " in the City of Tigard, Washington County, Oregon. I have ordered another monume,,L box lid to replace the one that was stolen and will have it in a week. Your assistance on this project was greatly appreciated. Thank you. Sincerely yours, Leonard A. Rydel , P. E. r P.L. S. LAR/j 'ToX',, enol : as stated cc : OR-AK Corporation Ar �Ur/��i�c��•Z r PLANNED DEVELOPMENTS RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SIr11.VEYS • SOLAR-CONSERVATION HOMES CITY OF TIRD October 12, 1989 OREGON Mr. Gordon Hobbs OR-Ak Corporation PO Box 2302 Lake Oswego, OR 97035 RE: Village At Summerlake Park No.2 Dear Mr. Hobbs: Our recent inspection of thio project phase revealed the following defeats: �`�� a ✓i� 1The present grading/drainage conetruntion in p,iase #3 has obstructed the "19 storm drain outfalls for this phase of Village A. summer"lake Park. Temporary movable barricades were to be maintained at the end of �Winterlake Drive for access control to phase #3. They no longer are there. The lid is missing from the (survey) monument box in the cul-de-sac. 4. the as-builL mylar, for this phase,.Aneede to be 7rovid�d' to "t�e��ity."l 5. Mailbox clusters need to )e installed. As soon as these items are corrected, T will act to place this 'phase' onto its one-year maintenance guarantea period. All that will then remain to oa finished is placemen: of the 6treet overlay and installation of sidewalks. Sincerely, John S. Ha_ �� M,�► �'�•��+ Engineering Techniciaa ' ) t jr /OR-A1U10 B.JSH i 1 13125 SW Hall Blvd.,P.O.Box 23397,Tigar,:' Oregon 97223 (503)639-4171 CITY OF TIIFA RD October 11, 1989 OREGON OR-AK Corporation & Morissett Builc •rs, Inc. PO Box 2302 Lake Oswego, OR 97035 Re: Village At Summerlake Park No. 2 Dear Mr. Hobbs: In the matter of the eighty five thousand seven hundred twenty five dollars ($85,725.00) Letter of Commitment between OR-AK Corporation & Morissetti Builders, Inc. , and the City of Tigard, Oregon, and Seattle First National Bank; this is to serve as official notice to allow said Bank to release to OR- AK Corporation & Morissetti Builders, Inc. a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is fifty-six thousand two hundred ten dollars ($56,210.00) . 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 nine thousand five hundred fifteen dollars ($29,515.00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Lecter of Commitment in any way; it is merely an authorization to release a portion of the entrusted monies. If you havo3 any questions regarding this matter, please contact John Haqman, at Tigard City Hall, 639-4171. City of Tigard, OLegon City Engineer jr/OR-AK.JSH 13125 SW Ball Blvd..P O Pox 23397,Tigard,()regon 97223 (503)639-4171 SUMMARY RE: _ Village At Summerlake Park No. 2 Subdivision; Performance Bond Reduction Request: #1 LETTER OF CREDIT (BOND) REQUIRED HOLDBACK RELEASABLE INCOMPLETE COMPLETE ITEM AMOUNT MAINTENANCEf ITEM +/- ITEM Street $35,990.00 $ -0- $ -0- $35,980.00 Sanit-,ry Sewer $ 500.00 $ -0- $ -0- $ 500.00 Storm Sewer $ 1,050.00 $ -0- $ -0- $ 1,050.00 Water line $11,830.00 $ -0- $ -0- $11,830.00 U.G. Tel/Elsct. $ 1,350.00 $ -0- $ -0 $ 1,350.00 Walks/Aprons $18,275.00 $ -0- $iR,275.00 $ -0- A.C. Overlay $10,240.00 $ -0 $10,240.00 $ -0- Lighting $ 5,500.00 $ -0- $ -0- $ 5,500.00 Misc. $ 1,000.00 $ -0- $ 1,000.00 TOTALS: $85,725.00 $ -0- $29,515.00 $56,210.04 * Required withholding for maintenance guarantee annurance provided separately. f/-- Required withholding for installation assurance jr/VASLPN02.JSH i 1 I 4A7 ----------- � dam- meow OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-684-6541 October, 2 , 1989 John Hagman Engineering Technician City of Tigard P .O. Box 3397 Tigard , Oregon 97223 Re: Village at Summer Lake Park #2 Dear John: Consider this letter our request for a letter of release of all funds being field by Seattle First National Bank as per the LETTER OF COMMITMENT except funds for the 2nd lift of asphalt. If you have questions please call at 684-6541 . Your truly , 10/ 7, Gordon Hobbs President GH/ss r. e . cc : Leonard Rydell REGEIV�� ci c,� lti 21�8�J wnmunit)UevebPm�nt ., .•..,,.;a:+..,.w..,+.- ..avira;sar+sxm':nYucH;AnCYii�i'e.L�wrti . OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-684-6541 October 2 , i John Hagman Engineering TeGhni ian City of Tigard P.G. Box 3397 Tigard , Oregon 97223 Re: Village -it uinme �ii e Pari 62 Dear John : Consider this letter- ur• real,ies. for a 1E `.ter of release of all funds being held 1.,,e 3ea tt l e First Ha t �r real Bank as per the LETTER OF COMMITME-IT e. .ent funds f.-.)r, the .rid 1 i ft of a_>phal t, If yo,_i have quest , -)ns 534-6t •11 . Yours truly , a Gordon Hobbs President GH/ss cc: Leonard RiJell W.4 e, LAJC,.k L X Co,�P�� 100 I�6 J �mm°n11I Uer�IOPmMt G i Ni 1 kE ,11 • LITTER OF COMMITMENT ( Performance Bend ) ttie have received from Seattle First National Bank lending ir►stitution ) a loan corimitment in the amov.nt of $85 , 725 . 00 to finance construction of subdivision located in the City of Tigard, said subdivision being commonly known as Y'illage at Su►nmera_ke Park No. 2 . This loan comm.itmert is specifically for construction purposes .'or: 1 ) public streets , including aprons , lighting and curbs 2 ) sanitary and storm sewers 3 ) domestic water 4 ) underground telephone and power. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement the reirrgard. We nave agreed that disbursement of the $85 , 725 . 00 will be made in accord with the follo-- ' .,g schedule upon completion of each , or all , item( s ) ; but not in,,luding the hold-bark described below. ITEM A%JOUNT I r. St reet and appurtances 65 , 495 .00 Sanitary Sewer and appurtances 500. 00 Storm Sever and appurtan,es 1 , 050 . 00 Water Line and appurtanc �s11 ,830 . 00 Cnderground Telephone & flec:trJcal 6 , 850 . 00 We have entered into a "Subdivision Compliance Agreement" whereby we ha\ e agreed to install all improvements in accordance with the requirements of the City of Tigard and we Eire hereby authorizing �-ou to hold the above-s'-.ated funds to pad them to us only When the following has been alhered to: That. the City of Tigard hits pro, ided certification PACknowledgirig completion of any or all work pursuant l (i the abuve itemized schedule of improvements . tt) the Above' schedule , 10% of the ctlmmi LMCI It funds X21 . 100 . 60 ) will be held back - .1'011.411 the nor•m;il one dear guarantee period or until final City Acc:eutance of the Project takes place or until the City is provided r:ith a separate �� o J �J VILLAGE AT SUMMER LAKE PARK NO. 2 BID ITEM SCHEDULE The unit prices hereinafter written are submitted witil the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. JW, Item oua� n_ r_iiy Uni price Total WATER SYSTEM TMpRf1y�w �►ime 1. 12" Water Main 410 feet $_, $ 2. 6" Water Main ZgO -gg@ feet 3. 12" B. F. Valves 1 each $, $ 4 . 6" Gate Valves 2. each $ X40 .Oo_ $ 684.00 5. Hydrant Assembly each $_�Z50,cD0 $ IZ,S'p,pp 6. Blowoff Assembly 1 each $--/10 C>-0 C) $ 400•00 7. Temporary Blowoff 2 each 800.00 B. 12xl2x6 Tee 1 each $� $ 9. 6x6x6 Tee 1 each $ 50.010 $ 0.OU 10. Rock Backfill 550 tons $ I , O© Sub Total - Water System 0,2D SANTTARY SFWFR TMnnn=&M 11 . 8" Sewer Main 1159 feet $�_ -- 12. 4" Sewer Laterals - 1135 feet $�_ $ - 13. Sewer Manholes 6 each $_- LTA ^�A�thole Ad •�s+►+�F �- s each Backfill, �''M-� Sao.00 14. Rock Backfill, 1800 tons $ _ Sub Total - Sanitary Sewer $ 5C7b.0U STORM DRAINA IMPROV MF`r�Tc _15. 12" Storm Drain 329 feet 16 . 8" Storm Drain 329 feet $� L'61W VILLAGE AT SUMMER LAKE PARK NO. 2 ,RTD_ 2TEM SCttRnnr r - Cont'd Page 2 of 3 DILdILLity Un i t Pr J C Total STORM D ATNA E - nt'd 17. Storm Cleanouts 4 each $_,200. 00 $ 8W. 00 18. Rock Backfill 110 tont $ $ 19. Catch Basins 2 each $ - $ 20. Rip Rap 25 tont $--E)-—(:Y $ ZSO.O'O Total - Drainage Improvements $_l01.' 0 000 STREET TMPROVFMENI- 21. Excavation 4530 cu.yd. Limp Sum $ 22. 16" Curbs 2150 feet 23. Rock looms -3 d" tons $_l4•�O $ 4 600.00 24. Class "B/C" Asphalt 720 tons $_ z .O 0 $ D 0.00 25. Class "C" Overlay 320 tons 3Z.00 $Jp�2 D pU 26. Street Barricade 2 each $ 600.00 $ (ZOO. Oa 27. Monument Boxes 3 each 100 .070 $ 300.0 U 28. Sidewalks 10'50 sq.ft. S— l •70 $ I$27g Op Total - Street Constructi().1 ` 1]NDERGROUND 1TTf TTTFe 29. Conduit 880 feet $— - S 30. Trenching 1950 feet 31. Rock Backfill 90 tors —_ S • 32. Transformer Pads 3 each $A50 0-0 $ 33. Street Lights 10 each $ 5 $ 5500.00 Total - Underground Utilit: es $ SQ,Qp i VILLAGE AT SUMMER LAKE PARK NO. 2 BID ITEM -=ED LE - Cont'd Page 3 of 3 PROJECT ZIMMARY Water system $_ j j' F3 0.0C) Sewer systew $_ 1500. 00 Drainage System $ O0 12 Street construction $ ESS 495 .D.Cp Underground Utilities $_. b BSD•3(7 TOTAL I ` ATE: This estimate reflects the subdivision improvements not installed as of Thursday, 22 June 19F9. 1 . _ 22 June 19R9 Leonard A. Rydel -c, P. E. , P.L.S. D:!te 601 Pinehurst Drive Newberg, Oregon 977L�2 Phones %'503) 53 8-57 0 � 0 Oft,- 8518 ft8518 1� OREGON y � 1 (�Q 4's f 27, O`v ire 1) A. �� .,,. ,. .,... .,... ...u.,_u..nvuL+.w.m.:.Fr.,. .._.a..a.n.wr.aLk:w^:A.JHti'l:�Wf.Lf4Nli:U:WY.LWU11r11M1tM1ai.4:.WK41PlVAY4iFYf,MQYM�WL. LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor -w 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 27 September 1989 (503) 538-5700 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician III Re : "Certification of Compliance" Dear Mr. Hagman: Enclosed for your information and use please please find a "Certification of Compliance" for "VILLAGE AT SUMMER LAKE PARK NO. 2" showing the status of the projects to dace. Please note that the sidewalks will be installed by the builder when the houses are constructed. One leak was noted at the first joii-t outside of Sewer Manhole A-3. Shoupd your office nee6 any further information, please give ine a call. Thank you. Sin%,- -ely yours, Leonard A. Ryde 1, P.E. , P.L. S. LAR/j enol : as stated OR-AK Corporation I Cf�munitr Coiolanmect ,3I APlNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS 9 SOLAR-CONSERVATION HOMES CLNTIFICATE OF CUMPLIANCE RE: Village at djlmriF r Lake Park No. 2 This is to certify to the City of Tigard, Oregon, that the following item(s) have been installed in compliance with the City's street dedication improvement standards and spFcifiLations; and that the following items are complete in accord with the approved pians, special specifications and conditions, as approved by the City, relative to the aforesaid project, to wit : ("roject Engineer's Initials) _ I. Sanitary Sewer System 2. Storm Sewer System 3, General Utility Systems : Domestic Water J Electric Power Gas ` �.. Telephonel-�.iojy C%,EL - Cable T.V. Streetlighting 4 Stree. S.-stem: Subgrade y , Base ��.. Surfacing. . .Base Lift - lt -- Sidewalks Final LiIk''TRL- LL Aprons 5 Ramps -'—~ s -;tht.l LL, Curb -j-�=-t � Itit-lam_ 5. Monumentation System Certified this 7 day of _September , 1989 Leal- in Sewer Main Noted at 1st joint out of Sewer By; Manhole A-3 (Pt �ject Engineer) PRoFfs ` It,rj 5 8A& Firm: Leonard A. Rydell , PE, PLS 5.�� f p 1 P?nehurgt ' Drive y Dotb�. Qon_ 9713 OREGON (01338) !�• �0 9 � r22,1 LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer • Land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 27 September 1989 (503) 538-5700 Mr. Chuck Pearson, P. L. S. Washington County Surveyor' s Office 150 North F_rst Avenue Hillsboro, Oregon 97123 Re : "Village at: Summer Lake Park " Dear Mr. Pearson: Enclosed please find a blueline copy of the plat of "Village at Summer Lake Park". This letter is to notify you that the centerline monuments to be set after final paving of the streets were set on 14 August 1989. Three monument boxes were set at the street intersections and in the center of the cul-de-sac as shown on the enclosed copy of the plat. Should your office need any further information, please give me a call. Thank you. SinceTely yours, Leonard A. Ryde 1 , P. .. , P.L. S. LAR,'j enol : as stated OR-AK Corporation City of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS (NATER, SANITARY SEINER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES vl'A' �I� w i�llll.�ua�„+nMhYJYfikYilu�'LUW�4Y60r`o�nOWYKJY+W�YI{YY(M»:dfGlOC1 .• py ` biLYilkil�N4AlP�YiklvwwiYY-. OR-AK CORPORATION OREGON-ALASKA LAND DE'!ELOPMENT CO. POST OFFICE BOX 2302 LAKE OS VEGO, OREGON 97035 503-684-6541 S ��- --A u r'-Lrsv 7 , 198z-4 John Hagman Engineering Technician City of Tigard P.O. Box 3397 Tigard , Oregon 97223 Re : Village at Summer Lake Park #2 Dear John: This letter is to confirm our telephone conversation regarding the erosion control plan for Village at Summer Lake Park #2 . Since the roads have been blacktopped in the subdivision, we will only put straw along the east boundary of the subdivision and we will install rock on the east end of S.W Tamera Lane but no rock on S.W. Winter Lake Drive. Also, it was agreed that it will not be necessary to install stakes through each bale of straw. If there are any changes to the erosion control plan, please notify me in writing at the above address. Yours truly , ) J Gordon Hobbs President SFP (;I;"sa cc : Loonard Rydel.l () � L9J D Rp LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 1 September 1949 (503) 538-5700 Washington County Surveyor' s Office 150 North First Avenue Hillsboro, Oregon 9712.3 Attn: Mr. Charles Pearson, County Surveyor Re: "Village at Summer hake Park No. Dear 'Mr. Peai son: The interior monumentation of "Village at Summer Lake Park No. 2" has been completed as of 31 August 1989. A field check by your office is hereby requested. Please let me know when it is completed and when the recorded plat certifications are to be completed. The assistance of Ken Bauer of your office to date has been very helpful and greatly appreciated. Should you have any questions regarding this project, please feel free to contact this firm. Thank you. Sinc ely yours Leonard A. Ry ell, . E. , P.L. S. I.AR/ encl : as stated cc: OR-AK Corporation Don Morisette Builders City of Tigard PLANNED DEVELOPMENTS • RESIDENT:AL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES k4 LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURS"f DRIVE, NEWBERG, OREGON 97132 1 September 1989 (503) 538-5700 Don Morisette Builders, Inc. P. 0. Box 19524 Portland, Oregon 97219 Attn: Mr. Don Morisette Re : "Village at Summer Lake Park No. 2" Dear Mr. Morisette : As required by ORS 92.070 (3) (a) , this letter is to inform you that the interior monumentation of "Village at Summer Lake Park No. 2" has been completed as of 31 August 1989 . A field check is being requested from the Washington County Surveyor. Should you have any questions regarding this project, please feel free to contact this firm. Thank you. Sin rrely yours, /� r7- Leon4ard i A. Ry 11, . E. , P.L. S. LAR/j encl : as stated cc: OR-AK Corporation Washington County Surveyor C-ty of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS * SOLAR-CONSERVATION HOMES CITY OF TIIFARD OREGON August 29, 1989 Mr.. Troi S. Hayden Quality Rock Co. 21630 S.W. Farmington Rd. Beaverton, OR 97007 Re: Village at Snmmerlake Park No. 2 Dear Mr. Hayden: Enclosed is a copy of the approved erosion control plan for Village at Summerlake Park No. 2 subdivision. If the roads are not cored, then bales along them are not necessary. Sincerely, John S. Hagman Engineering technician jr/heyden.jeh enclosure cc: Gordon Hobbs 13125 SW Hall Blvd.,P.0.Box 23397,Tigarc,Oregon 97223 (503)639- 171 — �� I �M N I pO J �3 ,•Ij � � p� I� I• I ur.°�oo�'^ i "y'em ` Q! 1 i) II V�1 9 I�Dw �,. t, \ u. � I �l s� • � � G 00 11 � � f� I IAYU C r■ � I .)\U eV 00 11 I �,, � I�"�'`� "ewe------•� � •-��'� `� .\ � �\ li uam � 4^JV� Fcj �� `�� i �♦ 1 I �Q I I I I � �' � h � � � � tN0 d / �# k•3NY1 ----------- OD -_ obi a ♦I � ^ ^ "� OD1-4 Od to to 00 00 CY IN A ` F d � Nti 1 C� E SII C3 - .J J 0. Q J(Di ,e g 9 &4;ew, -r/ba 40�� E� cz_ a--446"I. ------------- REQUEST FOR ACTION GITYOFTLRD LOCATION. V z12 PROBLEM: % 74 jar f �t!e By -- G " r ,�. Date: FORWARD TO: Administrator Police P.W. OPERATIONS --_ _ _ Building Finance Library Recorder 0 ..... Planning Other Department Head Response: e By: - - -- ACTION TAKEN: - � Date WHITE:Return w,reply CANARY Follow-up PINK:OrlglnaW V' LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 22 August 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 Quality Rock Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn ? Mr. Darrell Hayden, President Re : Village at Summer Lake Park No. 2 Dear Mr . Hayden: As requested by John, I made a final inspection of the punch list items for the subdivision improvements to the "Village at Summer Lake Park No. 2 " . Unfortunately, all of the repairs vere net completed. The following numbered items corresponding to my letter of 16 August 1989 have not been completed or corrected: 2. Asphalt around replaced water valve box at west end of S. W. Winter Lake Drive. Valve is operable. 5 . Asphalt around replaced waver valve box for hydrant shut- off valve at Lot 58. 6 . Complete site grading as per gracing plan along back of Lots 43 to 50. 8 . First joint out of sewer manhole A-3 has not been repaired. Running water has ceased, probably due to dry weather, but moisture still evident. No work noted at joint. 9 . Ditch at pipe outlet on S. W. Tamera Drive not constructed. 11. Asphalt around replaced watt!r valve box on S. W. Tamera Drive at Lot 58. 12. Sand and tack bony asphalt at sewer manhole B-1 . 19. Grade along north edge of S. W. Winter Lake Drive so that finish ground matches finish two foot gravel shoulder. . 20. Submit As-Builts for water, sanitary sewer and storm drainage improvement.. Refer to Special Condition No. 7 of the Special Conditions for specific requirements. The telephone crossing between Lots 47 to 58 was exposed by John and I am now satisfied that it was installed. Payment for `_he crossing will be recommended . I apologize for any misunderstandings regarding the crossing, but appreciate your resolving my concerns. Thank you. PLANNED DEVELOPMENTS P RESIDENTIAL SUBDIVISIONS WATER, SANITAR I SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES Mr. Darrell, Hayden, President 22 August 1989 Page 2 of 2 Please let me know when the above items are completed as I am required to submit a "Certificate of Completion" and my_ ar "As-Builts" to the City of Tigard so that they can make their final inspection. This is required before building permits can be issued and therefore, your prompt attention to these items will be greatly appreciated. Should you have any questions, please feel free to give me a call. Thank you. Sinrvrely yours, L ona r A. Ry del l P. L'. , P.L. S. LAR/j cc: OR--AK Corporation City of Tigard Tigard Water District � o • Q e GENERAL CONTRACTORS 21630 S.W. FARMINGTON RD. Hayden Owned Phone 591-7252 BEAVERTON, OREGON 97007 August 17 , 1989 City of Tigard Mr . Mike Mills P . O . Box 23397 Tigard , Oregon 97223 RE ; Village at Summerlake 412 Dear Mike , As per our telephone conversation of August 16 , 1989 , I have enclosed an erossion control plan for your review. I sincerely appreciate your assistanL-e in helping me get this to the right people . We are anxious to place the straw bales before the rain starts falling , and the mud has a chance to make its way into the stream below our project . Once again , I appreciate your assistance in this matter and look forward to hearing from the city. If you have any questions please feel free to contact me at the above phone number . Sin,�erely yours , Q[JAI-_ITM ROt V COMPANY 61ZzleC)- /61 .1 Troi S . Hayden Vice President �-CTN1 X11!'iLl- 1-� 0%4k *BSA J �-tC Y�lhahM� , "NO JOB roO BIG NO JOB TOO SMALL" 13125 S.W. HALL BLVD. P.O. BOX 23397 CITYOF TIFARD TIGARD, OR 97223 OREGON (503) 639-4171 TO: 'ole Z/ FROM: OA-1 MESSAGE Z., � IGNED -T DA RCPLY I. QSIGNED---- DATE-----Z— PLFASE RETURN ORIGINAL COPY WITH REPLY. I(FFr PINK COPY FORYOUR RECORDS FILE COPY a �W LAKE PARK iVO2 VIL L A GF6 A T SUMMER Located In a Portion of Lots 10, 11 and 12 and S.W. 130th Avenue ASH VALLEY TRACT West Half of the Southeast Querter, and the East Half of the Southwest Quarter, Southeast Quarter, Section 33 Township 1 South, Range 1 West of the Willamette Meridian City of Tigard, Washington County, Oregon 19 May 1989 SURVEY®R•S CERTIFICATE. SURVEYOR' S CERTIFICATE Cont'd: CORNER NOTES: I , Leonard A. Rydell , Oregon Registered Professional Land I, hereby certify that the accompanying pl,e+t accurately depicts 1 . Found Washington County aluminum cap, 0 . 46 ' deep in center e y tact is drawn to scale and all points of East-West chain link lance , 1 . 17 East of 2 ' galvanised e Surveyor No . 1437 , being first duly sworn, depose and say that the above described t � I ave surve ed and marked with proper monuments the land monumented in accordance with Oregon Survey Law, iron pipe fence corner , appears undisturbed. h Y hereon shown ag s *Village at Summer Lake Park No . 2 " , a tract of 2 . Found 5/8-inch iron rod with 1-1/2 " aluminum cap net � land located in a portion of Lots 10 11 and 12 and a po .: tion As per 0. R. S. 92 . 070 ( 2 ) , I also say the post monumentat. ion inside 2 " iron pipe, Initial Point of "VILLAGE AT SUMMER of so W . 130th Avenue , ASH VALLEY TRACTS, a plat of record in of the interior monuments within this subdivision will be LAKE pARK89 Washington Y shin ton Count , and located in the West Half of the accomplished within 90 calendar days following completion of 3 . Found 5/8 ' iron rebar with yellow plastic crap marked Southeast Quarter uarter and .the East Half of the Southwest Quarter of the paving improvements or one year following the original. " i'_ 11sh with surface, appears undisturbed, Section 33 Township 1 South , Range 1 West of the Willamette recordation , whichever occurs first in accordance with 0. Rp at "RYDELL PLS 14378et by plat of "VILLAC,E AT SUMMER LAKE PAPIK" . !Meridian , City of Tigard , Washington County, Oregon and more. 92 . 060 . �._.. - -. b Clarence E . marker , � EGIiTERED 4 . Found 5/8 ' iron rebar with yelp plastic cap marked fully described based on a survey y P R O t� E S S I o N A L 'RYDELL PLS 14376p 0 . 1 ' high, appears undisturbed, set yr P. L. B. , as follows : LAND SURVEYOR plat of *VILLAGE AT SUMMER LAKE PARR ao � __ Found 5/8 " iron rebar witk� yellow plastic cap marked Beginning at the Initial Point , a 5/8- inch iron rebar with 74 j 198 / 5 ' " " inch aluminum ca set flush with the top and inside a I.F1 RYDELL PLS 1437 , 0 .15 deep, appears undisturbet , set by a 1-1/2 P 2- inch by 36- inch galvanises iron pipe set 6-inches below the Leonard A. Rydell , P. Lo g. No. 1437 plat of "VILLAGE AT SUMMER LAKE PARK" s surface of the ground on the East boundary of `"Village at 601 Pinehurst Drive s� 0itI 014 • September 1987 lr'ewber Oregon 97132 Found 5/8 iron rebar with mangled yellow plastic cap Summer Lake Park " , a subdivision recorded 15 Sep g, g LEo �� ARD A. RYDELL 6 • marked "RYDELL PLS 1437 " , 1 . 1 ' high, bent Westerly, set by, in Book 65 , Pages 4 and 5 , Washington County Plat Records , Subscribed and sworn 4 3 a ' 18 " West 54 . 41 feet + plat of "VILLAGE AT SUMMER LAKE PARK` . said Initial Point being Nortj, 000 O1 " y before me this from the Initial Point of said "Village at Summer Lake Parka da of May 1989 . 7 . Found 5/8 " iron rebar with mangled yellow plastic cap and Forth 89. 56 ' 21 " West 1341 . 93 feet and North 00 ° 01 ' 18 marked "RYDELL PLS 1437 ' , bent North-northwesterly on East West 378 . 76 feet from a Washington County Monument marking - side of 4x4 good fence corner post , set by plat of 0 the Southeast corner of Section 33 , Township 1 South, Range 1 3 M® a M "VILLAGE AT SUlRMER LAKE PARK 4. West of the Willamette Meridian, Washington County, Oregon ; NOTA FUM MUM • � " at along the East: line of said _9z 8 . Found 5/8 " iron rebar , 0 . 25 ' high, no cap butappears whence North 00 O1 18 We g to a 5/8-inch iron �o -moo Lake Park 588 . 86 feet / undisturbed , 0 . 72 ' Northeasterly of Northeast corner o Village at Summer La e that of Lot 13 of said "Village at 4x4 wood fence corner post , 14 . 69 ' Southerly from c rebar at the Northeast o on rod bean the Southwest corner Northwest corner of Lot 46 , set by plat of "VILLAGE A Summer Lake Parka , said it c3 of that tract of land conveyed to Hoa:ebuilders Development ATION: SUMMER LAKE PA tK ' . Statutory Warranty Deed recorded 9 November INTy. �IOR MONtII�IENT Corporation by S y Y 9 . Found 5/8 " iron rebar , 0 . 9 ' high, no cap, bent Easterly, 1988 , Fee No . 8e -50398 , Washington County Deed Records , I , Leonard A. Rydell , P. L. S. No. 1437 , being first duly sworn , 1 . 61 ' Southerly from Northwest corner of Lot 45 , set by thence North 89 • 58 ' 42 " East on the South line of said say that in accordance with 0, R. S . 92 . 070 , I have correctly plat of 'VILLAGE AT SUMMER LAKE PARK" . Homebuilders tract distance of 20 . 00 feet to a 5/8- inch iron surveyed and marked with proper monuments the interior corners said Homebuilders tract ; 10 . Found 5/8 " iron rebar with yellow plastic cap :narked rebar at the Southeast corner of s as indicated on the attached plat of "grillage at Summer Lake • � • he East line of said a "RYDELL PLS 14370 , 0 . 1 ' high, suet in concrete , 0 . 41 ' thence North 04 01 18 West along t Park No, 2 t to a 5/ 8- inch iron rebar ; Northerly from the Northeast corner of 4x4 woo fence Homebuilders tract 9956 fee / � d bears corner post , set by plat of "VILLAGE AT SUMMER LAKE PAS' • thence on a 1. 30 . 00 foot radius curve right ( long chord North 81 • 38 ' 43 ' West 6 . 60 feet ) an arc distance of 6 . 60 11 . Found 5/8 " iron rebar with yellow plastic cap marked feet along the North line of said Homebuilders tract to a _ "BARKER PLS 6360 , flush, appears undisturbed * oquist iron 5/8-inch iron rebar ; thence North 81 ° 28 ' 41 ' West along the Leonard A. Rydell , P. L 1437 rebar bears South 84 " 44 54 East 0 . 50 le North line of said Homebuilders tract 9 . 92 feet to a 5/8- inch . S. No . curve right ( ion, 12 . Found 5/8 " iron rebar with yellow plasti�c- cap marks g iron rebar ; thence on a 330 . 00 foot Ladius 9 Subscribed and Sworn to "BARKER PLS 636 " , flush, appears undisturbed. Oquist iron chord bears North 810 09 ' 21 " West 3 . 71 feet) along the North Before me this play - feet rebar with yellow plastic cap marked "OQ�7IST PLS 2008' line of said Homebuilders tract an arc distance of 3 . 71 f e - of _ 19_____ . - e most Easterly bears North 76 . 39 ' S0 " West 0 . 27 ' . to a 5/ 8 inch iron rebar at th Y Southeast boundaryof "ARI GREEN ' , a subdivision recorded 22 December 13 . Found 5/8 " iron rebar with yellow plastic cap miarked 1986 in Pages 37 , 38 and 39 , Book 62 , Washington County "BARKER PLS 6360 , flush, appears undisturbed. Record of Plats , said point being also on the Southerly right-of-way line sof S . W. Winter Lake Drive and the West 14 . Found 5/8 " iron rebar with: yellow plastic cap marked "Re do right-of-way of S. We 130th Avenue ; thence North 00 ° 01 ' 18 " BANCROFT PLS 1124 " , in monument box, appears undisturbe West along the East line of said "ARI GREEN " and the West Monument bears North 79. 53 ' 20 " West 0 . 17 ' front right - of-way line of S . We 130th Avenue 60 . 96 feet to a calculated centerline intersection. 5/8- inch iron rebar ; thence on a 270 . 00 foot radius curve " Est 12 . 77 feet ) an 15 . Found 5/8 " iron rebar with yellow plastic cap marked "R. left ( 1 ong chord bears South 80 ° 07 ' 22 a arc distance of 12 . 77 feet ; t hence South 81 • 281 41 " East BANCROFT PLS 1124 ' , 0 .65 ' deep, cap cut but iron rod appeaw s undisturbed. 9 . 92 feet ; VHence on a 1070 . 00 foot radius curve left. ( long chord bears south al ° 57 ' 16 " East 17 . 79 feet ) an arc WASHINGTON COUNTY SURVEYOR: distance of 17 . 79 feet to the East right-of-way line of said S . W. 130th Avenue and the Southwest corner of a tracct of Approved this day of 19-• land conveyed to the City of Tigard for park purposes by Warranty Deed recorded 5 December 1988 , Fee No . 88-53978 ; thence on a 1070 . 00 foot radius curve left ( long chord bears South 860 11 ' 25 " East 140 . 32 feet) along the South line of By : said City of Tigard tract an arc distance of 140 . 42 feet to a 5/8- inch iron rebar ; thence South 890 56 ' 59" East along the South line of said City, of Tigard tract 245 . 15 feet to a - 0 " 03 ' 01 " west 165 . 00 I hereby certify that this 5/b inch iron rebar ; thence South 0 feet to a 5/8 inch iron rebar l thence North 890 56 ' 59 ' West tracing in an exact copy of the - b thence South 00 ° 03 ' 01 " original plat of 'Village 8 . 99 feet to a 5/S inch iron re ar ; thence North 89 ° at Summer Lake Park No . 20o West 150 . 00 feet to a 5/8-inch iron rebar : 56 ' 59 " Test : 0 . 64 feet to a 5/ 8- inch iron rebar ; thence South 00 • 03 ' 01 " West 100 . 00 feet to a 5/8-inch iron rebar ; !� thence North 89 . 56 ' 59 " West 85 . 00 feet to a 5/ 8- inch iron ,f Z 1915 rebar ; thence South 00 • 01 ' 18 ' East 190 . 00 feet to a " 135 . 42 Leonard A. Ryde 1 , P. L. !3. ` 1437 5/8- inch iron rebar ; thence South 130 301 07 West feet to a 5,/8-inch iron rebar ; thence South 890 58 ' 42 ' West 288 . 33 feet to the True Point of Beginning. Said tract containing 6 . 2632 4cr e 11. Sheet 2 of VILLAGE @ SUMr'..hRj_JA tE PK #2 _ OF 14 ' - _. .. !k ,... ,r.-..arras?ou "+�'' :r-:-'r' _. -..:ST� ,:a•;,. s'f.#httr.9W{�dK4a"igpby,d`i,ps; _,._. , -.,.«.f. .. .fie ::tiaA.tlf•:,r _ 63rr yin 1 1 + ! 1 1 1 1 ' ill 1 1 1 1 1 I1 + 11 1 I I 1 t 1 111 4 Y I I I I I I I I t I 1 i fill � _ i1 I i I t fill I I I I 111' 111 11 ( Id'1� ► III 1 1 Mil 1 1' 1 � 1 t 111 111 11.1 � 1 � 1 1 1 ! 1 1 i I I I l i C 1 I I I I I t 3 4 5 6 7 8 9 10 11 1 , • NOTE : IF THIS MICROFILMED , cs.Qc; ..... .. ' . DRAWING IS LESS CLEAR THAN THIS NOT IC&I IT IS DISE TO , THF QI,MtITY OF THE ORIGINAL pRAWING. OE 6z' $Z LZ 9Z SZ bZ ce ZZ !Z OZ 61 E?I LI 91 SI b + EI ZI 11 01 -6 9 L 9 5 b c z 1 WILD" k 1 1 rr i ` -I-- ��1 I I � ,� 01111111111 Ill 11111111 till 11lllillillll+I1�111LII1111N11111t11ui1ti1111ui1111r 11111H1�1�11�1it1�1�t11tIttI11t1��11111�iitl�l�Ir�li1 11 Illlltlli�l+rth'1�Rtt�tlllt�tftdl�i� t�1 1111+uI+11+I111111111�1tt�,� AfMER VILLAGE Ar SU L AKE PARK NO Located, In a Portion of Lots 10, 11 and 12 and S. W. 130th Avenue ASH VALLEY TRACT Southeast Quarter, and the West Half of the Sout East Half of the Southwest Quarter, Southeast Quarter, Section 33 Township 1 South, Range 1 West of the Willamette Meridian City of Tigardy Washington County , Oregon 19 May 1989 . WASHINGTON COUNTY APPROVALS : CITY OF TIGARD APPROVALS . DEDICATION. Ji4ne � 1989 : Approved this �© fh _ day of _____ 1989 . Approved th ' s day of Don Mor i ssette Builders ; pp Washington County Department of Health and Human Services . 1CNOi�1 ALL MEIN BY THESE PRESENTS that o Inc . , a corporation duly incorporated and existing under the CITY ENGINEER laws of the State of Oregonr Don Morissette , President , being the owner of the land described in the surveyor ' s Certificate r hereon Bade , do hereby eb maker establish and declare that the 4�e ` By annexed map of "Village at Summer Lake Park No . 2 " is a true BY thereof all lots being of the \ CoC `-j C. 1989 . and correct snap and plat . _ da of _dimensions shown and all streets of the widths shown thereon ; oved this 30- ay of 1989 . Approved this Y ime and said corporation does hereby dedicate and donate to the use APpr -- - Washington County Surveyor Fo COMMUNITY DEVE'LaPMEKT DIRECTOR of the public forever all streets shown on said plat . Tracts A and It 9 ars hereby conveyed to the City of Tigard and all easements ars hereby granted * �� ' 8y - IN WITNESS WHEREOrr I have set ro►y hand : � da of -� :S 1989 . Approved this o1(a Y Director of Assessment and Taxation Don Morisaette , President (Washington County Assessor ) Don Noriesette Builders, Inc. _ * to said City . There is a water right appurtenant to this property and is filed as By Certificate No. 35683 . That portion lying within the S.E. 1/4 of the S.E. 1/4 is intended to be cancelled. Approve(; this day of Z�..__ - 198 Washington County Board of Commissionerat 011 -vim✓ �� _._,�. ACKNOWLEDGEMENT : WASHINGTON COUNTY CERTIFICATION: STATE OF ORF40N } - State of Oregon ) ) as Attest this -�' day of 1989 . as Washington County } Director of Assessment and Taxation County of L4--J 4 *-r ) he within lot with Ex-Officio County Clerk • . T do hereby certify that I have compared t P o e original thereof , that the same is a full , truer and i amt On this day personally appeared before me Don I�vrissette, who th g of correct transcript therefrom and the whole thereof, as the same �' = • s the authorized signator By ,� being duly Br,�orn� did say that he i instrument was appears of record in Plat Book p,� pages � Inc . and that the i ° Deputy ,• .� �� :• � Don Morieset .. e Builders , ► thereof. signed in behalf 9 si of Don Morissette Buiders , Inc . by authority - Morissefite. acknowledged the STATE OF OREGON of its Board of Directors, and Don ••o '% r act and deed,► Director of Assessment and Taxation ) ss �N �OU�►�' instrument to be his voluntary Ex-Officio County Clerk County of Washington) WITNESS WHEREOF I have set my hand and seal. this S day -- certify that the attached plat was received for IN I do hereby y By re ard on the ' day of S' 1989 a; of ,�.� �- 1989 . i o ' clock . M. and recorded on agm .�... gook 2d_.___ of Records of Plats of said County@ Director of Assessment and Taxation .................. pRDpN N�®BS NOTARYEx-Officio County Clerk PUMIC -- OREGON =eWdaa 44 My Commission u AUIL. l BY I hereby certify that this REGISTERED tracing is an exact copy of the PROFESS I () Nat original plat of "Village • !.AND S U �: V E Y O R at Summer Lake Park No . 2 " . ORIGON Z417/04 scrT. 30. 1 +r7Leonard A. Ry e , P. L. S . . 437 LIPKARD A. RYDELL 1437 Sh eet of 3 V I LLAG E SUMMFRLAKE PK #2 4 OF 14 VI r. ALP, • 1. ... --. �.� .� w+u �' . . ° 1 � 1�1 1 III �Itr lllf11 ��i�''�''�1 � ��. I � 1 � 1� � II�11"'�I �I � f 1 �Ilt Ili•� I� ill � l � t � t� Illlt � l � i'} I � i � lIt� 111 � r� 1 rI1 + IIIIIIII111 IIIIr11i111 � 111 YI1 � IIIIII � 111I111I11r � r1 � I111 ''�, � ,.. ` 2 3 4 5 6 7 d 9 10 11 12 _ NOTE : IF THIS MICROFILMED tw " w DRAWING IS LESS CLEAR THAN THIS NOT ICA,'TT IS DILE TO THF QUALITY OF THE ORIGINAL _ DRAWING. . _ ___---- —_ ------ ----____.___ _ _ 100W < OE 6Z 8Z L2 9? SZ VZ Z az la OZ of B I L I 91 S I b1IC I Z I 11 0 I 6 9 L 9 S b E C2 11lIr11IIIfIIII III III III lI111 r#Ilrrltlrl411Ila lilt 11tl1rIII rulrlralrroil IIIr1I1111i11itII�ittl�f�#�tliili��ll�ff!IIMN�Itit� Illi�lll+IIIH�IfftT ftl�#t�ftl�fl _ ltllltl�lllllt111�11HI1111�) ��hirl�ff w� �:.,� ��_�;, a , TTTT V s T LEONARD A. RYDE LL, P.E., P.L.S. Consultin;; Civil Enginear - Land Surveyor 16 August 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 47132 (503) 538-5700 Quality Rock Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn : Mr. Darrell Hay3en, President Re : Village at Sumner Lake Park No. 2 Dear Mr. Hayden: A final inspection of the subdivision improvements to the "Village at Summer Lake Park No. 2 " was made on Tuesday, 15 Au3ust 1.989. 'rhe following items requiring completion and/or correction were noted : 1 . String needs to be removed from all sewer lines. 2. Rel-.,ace broken water valve box on 12" B. F. valve at tQi�e-"t end of S. W. Winter Lake Drive. Valve box is not centered over operating nut, so operation of the valve needs to be verified. 3 . Sewer Manhole A-1 needs frame regrouted and grout removed from bottom of n.anho.Le. 4 . Locate and mark with 2x4 ' s the sewer .laterals for Lots 45, 48 , 50 , 52 , �3 , 54 , 66 and 67 . 5 . Replace broken water valve box on hydrant shutoff valve at Lot 58. 6 . Complete site grading as per grading plan along back of Lets 43 to 50. 7 . Replace broken c^„mete lid on water blowoff: at Lot 52. P . First- joint out of. Sewer Manhole A-3 is leaking water. Seal joint. 9 . Expose end of pipe, clean out ditch and rip rap outlets of private storm line and storm line on S. W. 'famera Avenue. 10. Remove and replace cleanout casting over north cleanout (on Lot 57) of private storm line. Casting is not centered over cleanout. 1.1 . Replace broken water valve box on S. Fl. Tamera at Lot 58. 12. Sand and tack bony asphalt at Sewer Manhole B-l . 13 . Locat- and mark sewer lateral east of Lot 61 . Remove chunk of concrete (broken curb) from site. 14 . Install concrete meter box at blowoff at east end of S. W. Tamera Avenue. 15. Install standard manhole frame on Sewer Manhole C-1 . 16 , Adjust concrete meter box at blowoff at east end of S. W. Winter Lake Drive to :tnish grade. PLANNED DEVELOPMENT: . RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER ANL' STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES Mr. Darrell Hayden, President 16 August 1989 Page 2 of 2 17. Remove asphalt from Sewer Manhole C-2. 18. Remove dead brush pushed onto City Park property at east end of S. W. Winter Lake Drive. 19. Grade along north edge of S. W. Winter Lake Drive so that finish ground matches finish two foot gravel shoulder. 20. Submit As-Builts for water, sanitary sewer and storm drainage improvements. Refer to Special Condition No. 7 of the Special Conditions for specific requirements. This is to also confirm my agreement with Ryc Uayden that I agreed to Purchase the three monument boxes ordered by your firm at cost and will be responsible for their installation. Please let me know when and where L can pick them up. I also double checked the telephone crossing billed by your firri with Rosalie McNaught (Phone : 643-0372 ) of General ,Telephone. She verified the conclusions of my two inspections that the telephone crossing at from Lot 58 to Lot 47 was "not installed nor used". It therefore should be subtr: ..ted from your next invoice. Please let me know when the above items are completed as I am required to submit a "Certificate of Completion 's and mylars "As-Builts" to the City of Tigard so that they can make their final inspection. This is required before building permits can be issued, therefore ;,your prompt: attention to these matters will be greatly appreciated. Should you have any questions regarding the above matters, please feel free to give me a call. Thank you. Sin erely yours, / ,.? Leonard A. Rydell, P. E. ,`P.L. S. LAR/j Cc : OR-AK Corporation Tigard Water District City of Tigard Comtrvrtinn Impt-crinrr&Related 7i•.tt.% Carlson Testing, Inc. P.O.Box 23614 Tgard.Oregon 97223 Phone(503)694.3460 CP-4464 REPORT OF IN—PLACE ASPHALTIC CONCRETE DENSITY TESTS August 16, 1989 COR- AY., In i�enr--- PVillage At Sumner Lake II ,eco Class "B" Mix Asphaltic Conrete form Morse Brothers Descpron Rice Density , 149.6 Marshall Value_ n/a Method of Test Nuclear 3411-B O-rt OF MT T EST L 0CAT ION ' .c Lift No. In Place Density 8-15 1 S.W. 130th by lot 49 1 141.0 94.2 8-15 IE S.W, 130th by lot 47 ]. 138.7 92.7 8-15 1S_ S.W. 13Qth by lct 45 1 138 92.6 8-15 2C S.W. 130th by lot 43 1 137.1 91.6 8-15 21 Winter Lake by lot 69 Rt, of center 1 138 92.5 8--15 2 Winter Lake by lot 69 Rt of center 1 1 137.4 91.8 8-15 Winter Lake by lot -7 Rt, of center 1 j a.F 8-15 24 Winter Lake by lot 67 Lt. of center 1 136.6 91.3 8-15 2 Winter Lake by lot 66 Rt. of center 1 137.8 92.1 8-15 2 Winter Lake by lot 66 Lt. of center 1 138.9 92.9 8-15 2 Intersection of 130th and Winter Lake 1 140.4 93.8 8-15 2 Intersection of 130th and Winter Lake _ 1 14 3 8-15 1 24 West of intersection 130th and Winter Lake _—_— 1 141.0 94.,2 B-15 3 West of interaestion 134th and Winter Lake 140.13 94.1 I cc: Quality Rock --- __ — -- +--L----- .—� — - City of Tigard -- Leonard Ryde]1 Camunity De"IOPMOM C Q P L SO N TESTING INC ('i mcrrurriun Incpec'r6mn&Kchred 7'.cfc Carlson Testing, Inc. P.O.Box 23814 Tigard.Oregon 97223 CP-4464 Phone(503)664.3460 Joe No. REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS August 16, 1989 C 1'enr OR-AK, Inc. P o ec I -- Village at Sumner Lake I I Descr,pr,om _ Class "B" Mix Asphaltic Concrete from Morse La-others Rice Density 149.6 Marshall Value n(a Method of Test N it-lea- 3411-n DAT( or rlsf T Q 5 T L O C A T I O N r'j, Lift No. In Place Density 1 8-12 1 By lot S.W. 130th _ 1 143.1 95.5 8-12 2 By lot S.W. 130th (66) 01 138.1 92.6 8-12 3 By lot S.W. 130th (65) 134.1 89.5 8-12 4 By lot S.W. 130th intersection 135.0 90.1 8-12 5 By lot S.W.130th intersection 131.0 87.4 8-12 6 By lot S.W. 130th intersection 137.0 91.5 8-12 7 By lot S.W. 130th intersection (57) 143.3 95.2 i 8-12 8 By lot S.W. 130th intersection (55) 141.8 94.6 8-12 9 By lot S.W.130th intersection (56) 136.1 90,8 8-12 10J By lot S.W. 130th intersection (58) 137.6 91.9 8-12 1.1 By lov S.W. 130th intersection (65) 138.1 92.3 8-12 12 By lots S.W. 130th intersection (59) 1 ( ) 136.4 91.2 8-12 13 By lot S.W. 130th intersection (63) 141.0 94.2 8-1.2 14 By lot S.W. 130th intersection (61) 139.8 93.4 8-12 15 By lot S.W. 130th intersection (62) to 137.4 91.8 Re-oris cc: Quality Rock City of Tigard _ Leonard Ryddell CARLSON TESTING INC OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMEN- CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-684-6541 AUGUST 7 , 1989 JOHN HAGMAN ENGINEERING TECHNICIAN CITY OF' TIGARD P.O. BOX 23397 TIGARD, OREGON 97223 RE: VILLAGE OF SUMMER LAKE $2 DEAR JOHN, ENCLOSED YOU WILL FIND A COPY OF A LETTER FROM LEONARD RYDELL AUTHORIZING PAYMENT ON VILLAGE #2 SUBDIVISION, TIGARD OREGON. WE ARE ALSO PAYING RCUSE ELECTRIC AND HAVE ATTACHED COPIES OF THE INVOICES. IF YOU HAVE COMMENTS PLEASE ADVISE. YOURS TRJLY; GORDON HOBBS PRESIDENT CC: SEAFIRST BANK vs-5) �9�9 Cac:mu;�;ty p;;ie`a�mcnt ,J3 " 36 13 BENCHMARK ' End Existing Curb r Elev. = 18b .38 I - I 5 44 � 43188 .96 - 4� TC = 188 .96 - 1 ' I �[i� ki t e = 189 . 13 I 189 .42 -e fL. Pt 189 . 73 , -�71 ,` -- = 1 8 9 , 9 4 I ±41 I �7 G CC�d��'6'I e'`e A"/ 69 2 ! 1. K} - LOCK?�es. �►— o 4 - e , 1, TOC = 192 . 96 p Pr 14 = 193 .o8 , = 190 .0 ' ;s., ,, . \ - = 193 .08f L = 189 ,781 - 7 I GENERAL_ e = 192 .97 C = 189 .46 �— TOC = 192 .75 � L : 189 .16 - r' 1 . All street, water , sa 6 5 8 ' Utilityf TO( - 188 .98 I improvements to be co Easement Standards of the City t ------ ---- 66 and the Unified Sewer 12 Mailbox _ � ( II inspected during cons Cluster 8 Mailbox I1 , acceptance. 6 4 Cluster Cr 2 . Contractor to obtain t notify appropriate ag 8 ' Utility 67 improvements. Easement 3 3 . Extreme care shall b -- _ ♦ improvements, vegeta 4 . Streetlights shall b I Tigard approved Port 5 . one As-Built mylar o 63 to the City of Tigarc 68 �I STREET GONSTRUc 62 1 . All roadway t.-xcavati 6 ri I preparticn, aygregat paving will be done I 8 utility 6 r, Standard Specificati � Ea:t?ment 2. Roadway area within all surface vegetati roots, weeds, yrasse -- Construct Temporary Y all stumps, roots, t Street Barricades � a depth of 6-inches 1p Felp removed from site. G Ii rpcted by ► ` �v 4y 48 47 46 8 ' Utility Easement / p '--3�.�, �.. �-$ . ....... �- 130r14-�~ .. ... �. � _.. ...__..1w'L ........... .. . It ...�... �... . _.. . rJ O ,.- - --�-- 'roc = 194 .60_ 12 Mailbox = 194 .27 + 8 j Cluster ^ = 193 . 10 --� / I TOC = 192 .7 5-I.M. ' � 81 utility 58 ! �, 00 Easemert 0 ' ut_i! ity Fas(.ment 56 57 I 54 55 i 59 Install Wyt 8 ' Utility and Cleanout PRIVATE STORM LINE Easement 1E Install 10 ' Utility Easement Q Cleanout ( Including Drainage) i i7 ' F ....� . ....� 60 .USG ' Future 6 ', Install 108 LF Install Wye Utility \ 8 ° PVC s=1 . 0 and Easement ' 1 ! z l Rip Rap ' //Pipe Outle� 61 I / Future 5 ' 1 I 1 {. Utility I Easement Rip R;,E, LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 2 August 1989 601 PINEHLMT DRIVE, NEWURG, OREGON 97133 OR-AK Corporation (M) 538-5700 P. 0. Box 2302 Lake Oswego, Oregon 97035 Attn: Mr. Gordon Hobbs, Presidi;nt Re : Estimate No. 4 - "Village at Summer Lake Park No. 2' �4 Dear Mr. Hobbs: Enclosed please find Estimate No. 4 submitted by Quality .-Rock Company for the work done during July 1989 on the 'Street, Water, Sanitary Sewer, Storm Drainage and Underground Utility Improvements" for "Village at Summer Lake Park No. 20. Total work completed and recommended for payment to date is as follows: Water System $ 27,983.95 Sewer System $ 44 ,891 .27 Storm Drainage $ 11 ,434.24 Street Construction $ 41 ,478.97 Underground Utilities $ 7,153.45 Total $ 132,941 .91 Less Amount Paid $ 126 ,336.47 Amount Due This Estimate$ 6,605.41 Please note that the above figures are from the 'Total to Date' itemization submitted by the Contractor and adjusted by this firm. $100.00 for the water valve box was subtracted from the water system, $1 , 500 .00 wart subtracted from the sewer system, $464 . 00 for restaking w.-.;i subtracted t . om the street improvements and $560 . 55 was subtracted from the Power improvements. Should you have any questions concerning this estimate, please feel free to contact tAis firm. Thank you. Sinc rely yours, Qy W �(,�0 ��NF�RM�SIOM L onard A. Ryde 1, Pogo , P.L.S. LAR/j encl : as stated cc: Quality Rock Company PLANNED DEVELI."DMENTS a RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES R. J. ROUSE ELECTRIC INC. 16320 S.W. Parker Rd. 7 125189 LAKE OSWEGO, OREGON 97035 Jill —00 Phww U&=4 OR-Ak Corporation ' P.O. Sox 2302 ' Lake Oswego, OR 97035 Tam"I , 1 �Mr Mlr�„r,r„1�.r„wlr rwrru„� • P'-•.!, :;i',N,a p^�, �-p" ^pp 7/25/89 Village ; Summer Lake I2 St. Lights Contract Amount $5,300 00 (7 FIATii T °uNT R. J. ROUSE ELECTRIC INC. �` CCCJJJJ ' R. J. ROUSE ELECTRIC INC. 16320 S.W. Parker Rd. LAKE OSWEGO, OREGON 97035 66 3311 MOM 63WW OR-Ak Corporation P.O. Box 2302 Lake Oswego, OR 97035 wpr Nr.o,w irnww mm vcr Imn*rlp GAI ANM FORWARD 7/25/89 Village O Summer Lake #2 EXTRAS 55' 4" PVr, 93 50 40' 2" PVC 24 00 (3) 4" P' C Couplings 12 75 1 pint PI cement 4 99 Bal Due $135 4 R. J. ROUSE ELECTRIC INC. Yb " �' w 13125 S.W. HALL BLVD. P.O. BOX 23397 CITYOF TIFAIW TIGARD, OR 97223 (503) 639-4171 OREGON TO: — — FROM:OL- d ME AGE r_!L '� - Az- .L'Yl P44 SIGNED— __ DATE. rd---L TZ RFPLY DATE --1 PLEASE RETURN ORIGINAL. COPY WITH REPLY KEEP PINK COPY FOR YOUR RECORDS. r, ORIGINAL COnStrUCtiOn lnapWdon&Related Tata Carbon Testing, Inc. P.O.Box 23811 Tlyerd,Oregoe 97227 ►oo no CP -4464 81 Phone(503;6 -3460 REPORT OF IN-PLACE SOIL DENSITY TESTS OR-AK, Inc. August 3,1989 Client Project. Village @ Sunvierlake II Soil Description1 1/2"-0 Rock form horse Rrothers 122.3 10.3 Mic:lear 3411-r3 Max. Dry Density _ lbs. "CU. ft. Optimum Moisture 4'• Method of Test cat OF ,tsI Tido IN-PLACE DENs71♦ t•7 wo TEST LOCATION t�[v. sir. IIA off ruxt 4LOS.,cu. FT x t t C4...(t,•. 8-3 1 20' S. of entrance to Winter Lake Dr. top 14.4 132.2 115.6 95.0 8-3 100' S. of entrance to Winter Lake Dr. 1.5 134.0 116.4 95.2 8-3 3 200' S. 1. 14.9 133.9 116.4 95.3 3-3 4 300' S. 11 14 .4 132. 11 115.4 95.0 8-3 5 1 450' S. 12.5 133.9 119.0 97..3 8-3 6 1 50' W. of Winter Lake Dr. on 130th 14.8 140. 1 112.0 99.8 -3 7 150' W. 15.8 135. 1 116.7 U5.4 t3-3 8 270 W. 14 . 133.8 116.7 95. 1 9-3 9 390' W. of Winter Lake Dr. � 12. 134.6 119.2 97.5 8-3 10 Cul de sac area _ 15.1 134.1 116.2 95.3 8-3 11 2U' S. on Tamara off of 130th 15.9 138.4 119.4 97.7 8-3 12 100' S. 12. 133.5 118.4 97.1 8-3 13 2G0' S. 13. 133- 1 11� .'' 95.6 Renotk, cc': City of Tigard �eonar e. lacy Rack -- - -- -�- --- CARLSON TESTING INC Construction IngvIction 4 Related Teats Carlson Testing, Inc. P.O.sox 23811 Tigard,Oregon 97223 #CP-4464 Phone(S03)ISM-3180 Joe 11100 _ REPORT OF IN-PLACE ,SOIL DENSITY TESTS August 3, 1989 Tent OR-AK. Corporation Prosect Village @ Su erl.ake II _ Sol Description 1 1/2" Rock from Morse Brothers 122.3 10.3 Nuclear 3440B Max. Dry Density lbs./cu. ft. Optimum Moisture 5e Method of fejt Deit 0trfT �rt'D IN-PLACE DENSITY TEST LOCATION rr�`' Np' osruer uu,/Cu. rT.l WL' ycf ce...•cro. 8-2 1 10' South of Entrance (Winterlake) Top Gravel 14.7 133.3 116.3 95.1 -1' 2 10' South of Entrance (Winterlake) 14.0 118.3 103.8 84.9 8-2 3 40' South of Entrance (Winterl.ake) 17.1 134.5 114.8 93.9 8-2 4 40' South of Entrance (Winterlake) 17.0 121.8 104.1 85.1 8-2 5 70' South of Entrance (Winterlake) 14.2 127.1 111,.3 91.0 8-2 6 70' South of Entrance (Winterlake) 15.3 130.9 113.5 92.8 8-2 7 100' South of Entrance (Winterlake) 10.4 130.6 118.5 96,7 8--2 8 100' South of Entrance (Winterlake) 13.0 133.4 118.0 96.5 8-2 9 140' South of Entrance (Winterlake) 16.5 135.0 115.9 94.8 8-2 10 140' South of Entrance (Winterlake) 12.8 122.2 108.4 88.6 8-2 11 170' South of Entrance (Winterlake) 12.3 .123.5 110.4 89.9 8-2 12 170' South of Entrance (Winterlake) 111.0 129.3 111.5 91. 1 8-2 13 210' South of Entrance (Winterlake) 15.2 125.4 108.9 89.0 8-2 14 210' South of Entrance (Winterlake) 12.4 118.6 105.5 86.1) 8-2 15 270' South of Entrance (Winterlake) 1 4.9 118.0 102.7 84.0 aeTer�s cc: City of Tigard Leonard Rydell -- -�- -- - --- Quality Rock - -- Doi;'jument CAPL50,1J TESTING INC st. �QQ�� p (� Constmetion Inspertion R Related 71wir Carlson "Acting, Inc• V P.O.Box 23914 Tlgsrd,Oregon 97223 Phone(503)694-3460 ,oe No #C.._ P-4464 REPORT OF IN-PLACE SOIL DENSITY LISTS August 3, 1989 C I Tent- OR-AK Corporation Project Village @ Sumnerlake II Soil Descrlptlon 1 1/2" Rock from Morse Brothers Max. Dry Density_ 122..1 lbs./cu. ft. Optimum Moisture 10'3 % Method of Test_��uclear 3440E T�[LI IN rLAC♦ DENSITY b•T[ or 7:01T TEST LOCATION n[v. u1,' CISTUxt Iu[./Cu, 1,1.11 *I[) . � taw•�t*iow WIT-- Top TTop o b-2 16 270' Sout;i of Entrance (Winterlake) 1 gavel 15.5 129.7 112.3 91 .8 8-2 17 330' South of Entrance (Winterlake) 14.8 128.9 112.2 91.7 8-2 18 330' South of Entrance (Winterlake) 14.8 132.0 115.0 94.0 8-2 1.9 10' North of Entrance to 130th 16.0 .127.0 109.4 89.5 8-2. 20 10' North of Entrance to 130th 16.21 136.71 117.6 96.2 8-2 21 50' North of. Entrance to 130th 11.9 133.5 119.3 97.5 b-2. 22 50' North of Entrance to 130th 15.7 124.3 107.4 87.8 8-2 23 90' North of Entrance to 130th 10.2 125.9 114.2 1 93.4 8-2 24 90' North of. Entrance to 130th 14.x, 131 .7 114.9 93.1.4 8-2 25 130' North of .ntrance to 130th 14.4 133.2 116.5 95.2 8-2 26 130' North of Entrance to 130th 114 9 136.7 118.6 97.6 8-2 27 1 170' North of Entrance at Intersection 1.1.9 132.9 115.7 94 .6 8-2 28 170' North of Entrance at Intersection 1 15.4 135.3 117.2 195.9 8-2 29 210' North of entrance at Intersect'on 13.8 136.6 120.0 98.2 8-2 30 210' North of Entrance at Intersection " 12.2 127.5 113.6 92.9 i -Tops cc: City of Tigard i Leon y eZ�- -- ---- - __------- Quality-flock CAALSON 'E.STING INC Carlson Testing, Inc. Conswction Inspection h Related Tests P.O.Box 23814 Tigard,Oregon 97223 f:C P-4 4 64 Phone(503)884-3480 POD Wo REPORT Of INPLACE SOIL DENSITY TESTS August 3, 1989 Client _ OR-AK Coroorat ion ProltcT9 Villa o Surrmerlake II _ Sod Description _ 1 1/2" Rock from Morse Brothers µor. Dry Density 122.3 lbs. 'cu. ft. Optimum Moisture 10.3 9. Method of Test Nuclear 3440B -' ' °' LLty �IrT TirLD IN-PLACE DENSITY Ci �o TEST l O C A T I O 4 ►T. M0. OISf USI ILBS /CU. •T.I ; C0..r•c+ o. r o 250' West of Entrance to 130th Top Top 0 15.2 129.4 112.3 91.8 8-2 32 250' West of Entrance to 130th 15.6 136.4 118.0 96.5 8-2 33 300' West of Entrance to 130th 7.6 122.7 1114.0 93.2 8-2 34 300' West of Entrance to 130th 9.3 127.0 116.2 95.E 8-2 35 Cul-De-Sac Area - 15.1 124.7 108.4 88.6 8-2 36 Cul-De-Sac Area _ 14 .0 128.6 1 112.8 92.2 Ln-2 37 Cul-De-Sac Area 13.9 131.1 115.1. 94.1 8-2 38 5' South of Entrance 13. 1 129.5 114.5 93.6 8-2. 39 5' South of Entrance 16.11 133.4 114.4 93.5 8-2 10 60' South of Entrance 13.1 12.9.2 114.8F93 8-2 41 60' South of Entrance 13.1 129.8 114.7 8-2 42 110' S.uth of Entrance 13.7 129.3 113.7 93.0 8-2 43 110' South of Entrance 16.7. 128.8 110.8 go.t, 8-2 44 150' South of Entrance -` 16.1 133.8 115.2 94 .2 demo+Ls CC: City of Tigard Leonard Rydell --- Quality Rock -� CARLSON tESTING INC �r �r e■i rOR F TIOA RD EGON August 2, 1989 Mr. Bryan Moore Portland General Electric Co, Western Division 1465 S.W. Old Scholls Ferry Rd. Beaverton, OR 97005 RE: Village at summerlake No.2 Subdivsion Streetlighting Dear Mr. Moore: This is to acknowledge that the City has found the streetlight installation in said subdivision to be satisfactorily and, further, to acknowledge authorization for P.G.E. to energize the ten (10) lights therein, under Schedule 91, option B. Sincerely, /John S. Hagman Engineering technician JSH:jar cc: City Accountant R.J. Rouse Electric, Inc. 13125 SW Hall Blvd.,P O.box 23397,Tigard.Oregon 97223 (503)639-4,171 T'AO 'I CA iukatr C.A. . I\IW Ore . 97""R04. rcIj e c: Lake .1. .1. C.--I n t.r a r.t.o I- Qua1ity Rock i k e M i .1 1s; City I..:If "I"igrard .............. v .................. ....... ....... F.'--1219 ta.-, E952' E::.::ist.ing L; NeW in �.�erv3.ce, Begin ruri 601 a 7 4." lateral. 1eft. 'I SO Erid run MIA B. MIA, :L 11 1. oj SL J'..irl f I-,e 1r A "Beavers I i-dell typle cl beevi F.:Idclecl ti:::, triE.! t.as-e . 1 .. ...,•„ _ :..,...,. ;,,;...x�,,:n..e,.ms.,. .:.-•-{.,„.;'. �,ar...r.(�ru..;rNx+�.i.�s-re4!nth;��AtrwWS�twaN :Yu4AMWb&hi0iu�iY' ' ..-. a�.etiiu- q 0t;)t;l// Begin rlelrl 1 241 4•" 1atera1. •r i 4:11"x.1 1 ,7 4J1 1at•eraI left• �I 4,11 141 t•r.".!r l r �.:.�c..�.1 411 lateral right. ll.r_l 1:..rld rul'1 -'" E: _c) Nee c0r7S1.,1^uct:i1wn•i rvi1-101e , c:l..il~rent-ly rich• in service . i - a,. : . . > : as-B-al to 33-8-90 ads' 8® PVC \ SS-B-91 New construction Manhole, currently not in service . 000' Begin run 4' 4" latera! right 24' #" latera! left 4" lateral right latera! left 117' 4" Iateial right I414" lAterel left 'a3' 4© a te,lel r!/lt 199' 4" lateral left 2s0' 4" lateral right 25§' 4" la left a' §' End run v+Y�trya„y�,'},�„a.'ksa�:1"al' Y?ln tw .r�swrFVlr�rttw+a;4�+�1cJ'awui�+Yd?7dGVNu4wliciaTitli,Y�Yy'n'id.swu:lk'W' 9W�4i18Y ► r .I ., 7AYS ; :.. •E i,. ,�4 t.l;! ^�a-8-•3o E:aKiOttinye 21S tai” PVC 4. New C:!.A , r:,1.lt.1.y I-1c.A• iii serva.r..e . c•it 1ft" Oteg i n rw ur") 4.6,, 4•" lat-PrAJ. right. 62„ 4„ lateral •left• I11 , 4„ lGit:eral rtgh^it• 12:6' 4" 1at.e rtel 1.eft: 165, 4. lat-eral ri.qhl. 1761 4" lateral left. E�Xld run 331.-E.,-3Q E:.::isting Manhole in glwlo d state ,af repair . Currently in service with 1 /:;t of rare pap-e cif flow. M 2131, LAI' PVL: -1 D B-92 New C. )l St.I'U C. t,I co I'l ii.v -lo'i p c�.A I'T'JZ-I I -!::It. i 1 5E C) begin run 4" 1.a t.e r a I I e f t. 54 4 1 t-e r et I r i gh t. 1 1 41 4" 1. t.e r i-t 1. 1,i ght, 162 1 a t.r.,r A I right. -[::Iq:-: New const-ruct.ion Manhole; C"WPI" ERY1 I :Lne, I A 6 c-*:c')1,4 r F, i c. ............. DATE 7/26/89 ____.._..___....__...._.._.._..__ ❑ URGENT R. I ROUSE ELECTRIC: -C. El SOON AS FOSS/BLE 16320 S.W. Parker Rd. FILE NO. 33- ❑ NO REPLY NEEDED LAKE OSWEGO, OREGON 97034 ATTENTION John Hagman TO Phone 635-2824 C��VE� p� SUBJECT Village @ Sumner Lake #2 St. Lights City of 'Tigard ._. AUL 27 19B9 P.O. Box 23397 _.__._.__._...__....__. 6m OF 1,40 Tigard, OR 97223 MESSAGE St. lighting for t' . subject job has been completed. Upon your acceptance, please send a copy of your acceptance to our office and notify PGE to energize. PICPcr SIGNED DA TE OF REPL Y J/9NED -7/Z V . - Ai E 2 C.L L-1- LA —LLA Q I I To ; 4��t.�1 A . �. V�uu�c,F a s�uhL� No.z ua Ks�. ��.�► Z1 T w0 A Hf.) rLk yWM4tc-A *IOU %*I*UIe R.Evte: NOT OF %iou[. GOmme-m" m wER¢ C-Ov.owc:'e rt e: - s '.=MtN -Tt Nr: X"U%)d Z/�q� 1 ,V r- 4s• 1 1' � �e.2�s �-1•a�t-ths- s4d�-,nom s z. c.� w1 Gvl#S G w JDH �.e �.c wt�.� ��a ��` 1 SC.UPSdL �r�vnV-�. �lc� IV's _� k W lY�/-c L.. % I t e, S z k�, \)a..,0 ► sit p a S v�d� W,ect�.'y►� • �.t r4. N.1 sit�AM. 1 t.�'t�'� rev%ejv � S � c�rZ•��Zge. Gaw►�C.41� hr r-v"v,,t�XS3 ��or 0 G1 rt CITY OF TI67ARD .lune 30, 1989 OREGON OR-AK Corporation P.O. Box 2302 Lake Oswego, OR 97035 Dear Air. Hobbs, Enclosed please find copies of the assurance documents for "Village at Summerlake No. 2" for your file. Sincerely, John S. `Han Engineering Tech i enc].. bkm/JSH 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 — — . ...,,x'+.'«,,..r.:ueY wnVW�4a>nxc..,a,:,a' .vr;:...wxus+.rw.iYrwe,..'keMwMn+6,N..�sIruX.,ieavwl�WlilWnillWr,FA�se�i{4JWnw.—�� ,,.,•YW.P.YtLw.nusi..... June 30, 1989 CITY OF T1 ARD Mr. Gordon Hobbs OR-AR Corporation, Inc. OREGON P.O. Box 2302 Lake Oswego, OR 97035 Re: Village at Sununerlake Park No. 2 Subdivision Dear Mr. Hobbs: This is to verify, per your regrast, that: 1. Each lot will be situated on a concrete or asphalt surface road which has right-of-way and improvements, include curbs and necessary and adequate drainage structures, together with means for operation and maintenance, which meats the standards of the City of Tigard, Oregon. 2. Said subdivision, whnre necessary, will have drainage structures and fill designed to pre,,ent flooding as approved by the City of Tigard, Oreg,3n. 3. A municipality owned disposal system will. be available to each lot at the lot line, at the time of sale or lease, 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 (and Maintenance Bond) has beer. executed by the subdivider and has been accepted and acknowledged by the City of Tigard on . umpletion of the improvements/ said documents are on file in the City of Tigard Recorder's Office. T. hope this letter clarifies the matter for you, regarding documentation/verificatiion required to be submi.tted to the State Real Estate Division by each subdivider. Sincerely, John S. Ha gman�f Engineering Technician br/ORAR.jsh 1.3125 SW Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223 (503)639-4171 LETTER OF COMMITMENT ( Performance Bond ) We have received from Seattle P'irst National Bank lending institution ) a loan commitment in the amount of $85 , 725 .00 to finance construction of subdivision located in the City of Tigard , said subdivision being commonly known as Village at Summerake Park No. 2 . This loan commitment is specifically fur construction purposes for: 1 ) public streets, includi►►g aprons, lighting and curbs 2 ) sanitary and storm sewers 3 ) domestic water 4 ) underground telephone and power. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreement tlie reingard. We have agreed that. disbursement of the $85 , 725 . 00 mill be made in accord with the following schedule upon completion of each, or all , item( s ) ; but. not including the hold back described belo\, . ITEM AMOUN Street and appurtances 65 , 495 . 00 Sanitary Sewer and appurtances 500. 00 Storm Sewer and appurtances 1 ,050 . 00 Water Line and appurtances 11 ,830.00 Under•gruund Telephone & Electrical 6 , 85U . 00 We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requivements of the City of Tigard and ae are hereby authorizing you to hold the above-stated funds to pa,, them to US only where the following has been adhered to : That the City of Tigard has pro\ ided certification f;� l,nuwledgir�g completion of any or all work pursuant to the abu\e itemized schedule of improvements. P1.11•ti►iant to the above schedule , 10% of the commitment funis ( i .e . , .$21 . 1.00 . 60 ) will Lie held back through the nurmal one lea► guarantee period ur• until final City Acceptance of the project takes place or until the City is provided with a separate mcii.ntenence bond , effective for said one year period from the date of Cit, tentative acceptance of the work, to assure continued freedom from defects , and maintenance, during tho, gunranlee ,)eriod. Cuncur•r•ent with the final release of these funds , establishment proceedings will be instituted . It is understood and approved by fill parties of concern :.o th:s letter of commitment that the Citi of Tigard, in the event of mny tleftrc•1. ( s )/or failure( s ) to correct such in the construction of the required improvements. It. is further understood and agreed that the aforsaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has cuvet,anted and agreed that the sum of $85 , 725 .00 less disbur•semerits approved by the City of Tigard shall be held available to satisfy and are mentiuned claim by the City notwi t.listanding default oto loan b- borrowing party or termination of loan by lending institution. DATE: �` 2`1 " $ ( Sincerely yours , OR-AK Corporation, In( . Approved and Accepted: BI' : / _ Gordon Hobbs , Pvesidez)t Dori Mori ette B dens 11!c . Leri ing Int 1tuition ) A / BY :----- y. B1 : t4_LU _ Doti Morissette , I'i esi.dent l itle 1 address ACKNOWLEDGEMENT: STATE OF OP GON S .S . COUNTS' OF CLACKAMAS THIS CERT'I 'IES THAT N T'HE '9� D11 Of '�� , 1989 , BEFORE SIE APPEARED �_ r./ , WHO ' BEING Q LLI SWORN , DID SAY THAT HE IS THE PItESIUENT OF �- A :SND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS DOCUMENT FREELY AND VOLUNTARILY. NOTARY PUBLIC FOR OREG N MY COMMISSION EXPIRE 3t q _ __ ACKNOWLEDGEMENT: STATE OF OREGON S . S. COUNTY OF CLACKAMAS THIS cERTIFIES T_ #AT ON TKE , : DAY OF A 1989, BEFORE ME APPEAREDe!!?r�2 . WHO BEING DULY SWORN, DID SAY THAT HE IS HE PRESIDENT OF 4AND ACKNOWLEDGED TO ME THAT HE EXECUTED T14IS DOCUMENT FREELY AND VOLUNTARILY. 2 NOTARY PUBLIC FOR OREGON MY COMMISSJON EXPIRES,58L ,429 ACKNOWLEDGEMENT : STATE OF OREGON S . S. COUNTY OF M,u/fNo�N THIS CERTIFIES THAT ON THE DAY OF 'JOlve— _, 1989 , BEFOILE ME APPEARS ij) Gj. W140 BEING -r LY -WORN , DID SAY THAT HE IS THE �-Dr ,d.1/�- alE 5'RTlt Timms -,R!I—xK _-SND ACKNOWLEDGED TO ME THAI HE EXECUTED THIS DOCUMENT FREELY AND VOL 'TARI L ' - ,A ZzA NOTARY PUBLIC FOR OUbON MY COMMISSION EXPIRES ey /bond-TP ACKNOWLEDGEMENT: S'T'ATE OF OREGON S.S . COUNTY OF CLACKAMAS THIS CERTIFIES THAT r`*I TEE' DAY OF 1989 , BEFORE ME APPEARED ___ , WHO BEING DULY SWORN , DID SAY THAT HE IS THE PRESIDENT OF AND ACKNOWLEDGED TO ME THAT HE i.XECUTED THIS DOCUMENT FREELY AND VOLUNTART LY. NUTARY PUBLIC FOR OREGON M1 COMMISSION EXPIRES ACKNOWLEDGEMENT: STATE OF OREGON S.S. CMINTY OF1`tik9 It/h1v 1*,IN 0 Fli I5 CERT PIES THAT 0.1 THE , _ DAY OF 1989 , BEFORE ME �F'I'I:ARED�ti� + WHO BEING; DULY 'WORN�+ UID SAN' I'11AT HE IS THE /; / 0+��1NK. AND ACKNOWLEDGED TO ME 'T'HA'I' HE EXECUTED THIS DOCUMENT FREELY AND V()L U/�I�ARILN� AA NkYlAlr1' PUBLIC FOR OREGON v�- PI1' ('OMM l 5S t 1N EAP RES__ /► on(A-TP CASH BOND ESCROW AGREEMENT THIS AGREEMENT, made this _?91.h day of June L9 89 between the CITY OF TIGARD, OREGON, hereinafter termed the "City", and Don Morisse tte Builders Inc. /OR-AK Corporation , hereinafter termed the "Principal", and V, Seattle Firs National Bank hereinafter termed the "Bank" (Association). W I T N E S S E T H : WHEREAS, the Principal has heretofore executed a subdivisiun Compliance Agreement, with respect to the development and improvement of a 29 lot sut)div. known as Village at Summer Lake 2 said agreement being attached hereto and by reference made a part hereof; andol WHEREAS, the Principal has proposed to the City that there be entrusted to the Bank :he sum o. ¢ 211110'0. 60 as a cash performance bond to assure the City that all requirements of said Compliance Agreement shall be properly and timely performed and to assure that the costs thereof shall be timely paid and that all related requirements of said development and improvement shall be met; and WHEREAS, the Bank has agreed to take title to and hold in a trust capacity the sum of $_21 , 1 00. 60 and hereby acknowledges custody thereof, to be held pursuant to the terms and provisions of said Compliance Agreement and this Cash Bond Agreement, and it is desired hereby to set forth and more fully define conditions applicable to said cash bond. NOW, THEREFORE, it the Principal shall faithfully observe and timely comply with the development and improvement requirements of the City, and said Compliance Agreement , and al-1 statutes, ordinances, regulations, and conditions applicable, and if the Principal shall well and truly perform all matters and things undertaken thereby and hereby to be performed and shall s promptly make payment to all persons supplying labor or material for prosecution of the work, and if the Principal shall not permit any lien or claim to be filed or prosecuted against the City on account of any labor or material furnished, and if the Principal shall promptly pay all contributions or amounts due the State Industrial Accident Fund and the State Unemployment Compensation Fund, and shall promptly as due make payment to tie person, co-partnership, association or corporation entitled thereto of the monies mentioned in Chapters 279.320 and 279.510 O.R.S. and shall protrptl.y comply with all withholding and payment requirements of Chapters 316.162 to 316.212 O.R.S. with respect to the collection of taxes at source, then, upon furnishing written evidence from the City to the Bank that all City requirements have been fulfilled, then the Bank shall thereupon release to the Principal the said Ctsh Bond deposit; PROVIDED, however, that the obligations hereof shall not apply to any money, loaned or advanced to the Principal or to any subcontractor or other person In the performance of any such work whether specifically provided for l,v confr.tvt or otherwise. CASH BONI) ESCROW AGREEMENT - Page 1 of 2 IF, however, the Principsi, shall fail to literally comply with all of the aforementioned requirements, or shall in any particular perform the work in a defective manner, upon 10 days notice by the City to the Principal and such default or failure continuing thereafter, the City is hereby authorized to have said obligations performed or brought into conformity, and the City shall be, and it is hereby, authorized to charge the same against the entrusted cash deposit and the Bank agrees to pay therefrom all amounts certified by the City to be chargeable thereto. Nothing herein contained shall be construed to constitute acceptance by the City of any responsibility for development or construction by the Principal nor shall the City by reason thereof become obligated to any person or property owner for any loss or damage arising by reason of the manner in which said improvements were developed or constructed or maintained. Further, the City be, and it is here-.y, authorized in addition to the foregoing, in the event of such default on the part of the Principal to charge against said funds all costs incurred by the City including attorney's fees in exacting compliance therewith or herewith, and the Bank agrees to disburse said funds for said purposes upon certification thereof the City. Upon fulfillment of the foregoing in accordance with the terms and provisions hereof, the City agrees to furnish a certificate or release of said deposit or such portions thereof as si.all remain after fulfillment of the requirements hereof. IN WITNESS WHEREOF, the City under authority of its City Council has caused this agreement to be executed by Van-.jt R. �/�'c�olr.�y , Chir and the Principal and the Bank have affixed their corporate signs urns on the day and year first hereinabove written. Cl.TY: CITY OF TIGARD OREGON PRI��CIPAL• nL s tte BUilders Inc. By:' y: By: OR-AK Corpozation B y: (Attach Personal, Partnership or Corporate Acknowledgment Here) By: BANK: Seakst National Bank By:By (JH:pm/094111) CASH BOND ESCROW AGRF.E.MENT - Paye 2 of 2 ACKNOWLEDGEMENT: STA'L'E OF OREGON S .S. COUNTY OF CLACKAMAS 'PHIS CERT FIES TH .AT ON THEDAY OF 1989 , BEFORE ME APPEAREDrldixu , WHO / BEINP DULY SWORN , DID SAY THAT HE IS THE PRESIDENT OF - �'/�,,��V AND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS DOCUKENT FREELY AND VOLUNTARILY. NOTARY PUBLIC FOR OREGON , MY COMMISSION EXPIRES 5,, 93 _ ACKNOWLEDGEMENT: STATE OF OREGON S.S. COUNTY OF CLACKAMAS THIS CERTq- IES THAT ON THE VADAY OF i , 1989 , BEFORE ME \PPEAREDY .'L WHO `BEING DULY .5�ORN , DID SAN' I'll AT HE I5 TfIE PRESIDENT OF f� � �cJ AND ACKNOWLEDGED TO ME THAT HE EXECUTEIS THIS DOCUMENT FREELY AND VOLUNTARILY. RK NOTAR1 PUBLIC ', OREGON -- MY COMMISSION EXPIRES__.- ACKNOWLEDGEMENT: STATE OF OREGON S .S. COUNTY OF CLACKAMAS THIS CERTIFIES THAT ON THE DAY OF , 1989 , BEFORE ME APPEARED _, WHO BEING DULY SWORN, DID SAY THAT HE IS THE PRESIDENT OF _ AND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS DOCUMENT FREELY AND VOLUNTARILY. NOTARY PUBLIC FOR OREGON MY COMMISSION EXPIRES ACKNOWLEDGEMENT: STATE OF OREGON S.S. COUNTY OF �fANAS u/ x0f*AN THIS CERT4FIES THAT ON THE A, DAN' OF - ccs-- ,, 1989 , BEFORE ME .APPEARED,/�t., iG1� W, . _rHn+PKs , WHO BEING DULL' -WORN J-DID SAY THAT HE IS THE 2y� et s&.gL o+,a .1 CNK AND ACKNOWLEDGED TO ME THAT HE EXECUTED THIS DUCUMENT FREELY AND VULU ARILY NOTARY ['UALIC FCR OREGON MY COMMISSION EXPIRES__��'_ � _ /bond-TP MR t .�7C iAPOIWA1W M- FOR _ 1 _ A.M. DATE __ TIME P.M. OF- PHONE F t/ T r/ PHONE ''� T (s T � AREA CODE NUMBER EMWMM ,y TELkPRLEAMRCALL�� CAMEMBEEYOU NWANM'MBEEYDLIRETURNED YOUR CALL M MESSAGE +' 'SAC SIGNED �. UTIO IN UAA. TOPS 9 FORM 3002P Alt /Y-�rf Grids l'r ; 4�' E''l 6*50 wt C P � �- RECEIVED UN 22 1989 Cc;�,.:;::its Be:�::��:-• LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 22 June 1985 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 5s8-5700 City of Tigard P. 0. Box .23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician III Re : "Village at Summer Lake Park No. 2" Dear Mr. Hagman. Enclosed, as per your request, please please find a copy of an "Engineer ' s Estimate" for the estimated cost to complete the subdivision improvements for the "Village at Summer Lake Park No. 2" which is presently under construction. This estimate is based on the improvements installed through Wednesday, 21 June 1989 . Installation of the water line is continuing and should be completed today or tomorrow. The enclosed estimate is for the items to be completed as of this date. The costs and format is based on the original "Engineer' s Estimate" modified and accepted by your office. I am submitting the revised final plat to Jon Feigion, P. L. S. along with this letter. bhould your office need any further information, please give me a call , arid I greatly appreciated you contacting me direct so that this matter can be promptly resolved. Thank you. Sincerely yours,ArP*Eef. L onard A. Rydel P.L.S. LAR/j encl : as stated OR-AK Corporation PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CO":SERVATION HOMES VILLAGE AT SUMMER LAKE PARK N0. 2 BID ITEM SCHEDULE The unit prices hereinafter written are submitted with the cleat- understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. Ba, Ile Ouantity Uriit.3i Total WA 1:R SYSTEM IMPROVEMENTS 1 . 12" Water Main 410 feet $ $ — 2. 6" Water main Z40-) -88@ feet $ 10-C>0 $ .2 00.pO 3 . 12" B. F. Valve,i 1 each $_ $ — 4 . 6" Gate Valves 2 each $ 340 .00 $ 68Q.tjp 5. Hydrant Assembly each $ $ IZ6-0.00- 6. Blowoff Assembly l each $--40c).0C) $ x{00.00 7 . Temporary Blowoff 2 each $ 400.00 s_±! oo-00 B . 12xl 2x6 Tee 1 each $_ $ ---9 . 6x6x6 Tee 1 each $ 2.5-0.0t0 $ ; .,5 p _OC) 10. Rock Backfill 550 tons $ 11 . 001 $ (r, pJp.p Oub Total - Water System SANITARY SEWER TMPRAVFMEE 11 . 8" Sewer Maim 1159 feet $ $_ 12. 4" Sewer Laterals 1.135 feet $ - 1:, . Sewer Manholes 6 each $ "` $ U F1. �1ea�tholQ qd I' stMe,��- 5 ecxcly oo. rno sao_cam 14. Rock Backfill 1800 tons $ Sub Total - Sanitary Sewer $ 54U.a'C1 STO M D ATNArF� TMTRf1yG�;E��m` 15. 12" Storm Drain 32S► feet $ $ 16 . 8" Storm Drain 329 feet $ $ VILLAGE AT SUMMER LAKE PARR NO. 2 JID• ITEM SC EDU E - Cont'd Page 2 of 3 1W, Item Quantity Unit Prica Total STORM DRAINAGE - Cont'd 17. Storm Cleanouts 4 each $ Z.00 d0 $ 800. 00 18. Rock Backfill 210 tons - 19. Catch Basins 2 e,-ch 20. Rip Rap 25 tons $_ 10 .c?n $ Z-5-0.0-0 Total - Drainage Improvements $_IOsp. 00 21 . Excavation 4530 cu.yd. Lump Sum $ A= 22. 16" Curbs 2150 feet $ $_ -- 23. Rock 10 0 0 -3t" tons $_ (A-6o $ 6p0.00 24. Class "B/C" Asphalt 720 tons $ 2- .00A $ p O.O0 25. ':lass "C" Overlay 320 tons $ 2-_CO $ 10,Z4D.00 26. Street Barricade 2 each $ �Co.019 $ I2.00. 0 c:> 27. Monument Boxes 3 each $ I oO •O-O $ 500.(!r0 28. Sidewalks 107.10 sq.ft. $ ( •70 $_II , ZIS.Uc) Total - Strect Construction $-6§14 95.0 0 UNDERGROUND UjTT 77--TTS 29. Conduit 880 feet $ $ 30. Trenching 1950 feet - 31. Rock Backfill 90 tons $ $ ------- 32. Transformer Pads 3 each $ $ 33 . Street Lights 10 each $-Z55D.0- $ 5500.0`0 Total - Underground Utilities 0.00 KM t �j! VILLAGE AT SUMMER LAKE PARK NO. 2 SID ITEM__5CHEDULE - Cont'd Page 3 of 3 PROJECT SUMMARY Water System $�� 30. 00 Sewer System $ It D0. 00 Drainage System $ 1060- 00 Street Construction $_ 65 496. 0.0 Underground Utilities TOTAL $ Oso 7 Z5. 00 NOTE: This estimate reflects the subdivision improvements not installed as of Thursday, 22 June 1989. 22 June 1989 Leonard A. Rydel , P. E. , P.L.S. Date 60.1 Pinehurst Drive Newberg, Oregon 97132 Phone: (503) 538-5700 f3518C t,G OREGON�y -r M i .e. Ac, > 41� C.C1 W U►-k F tNn'Z 1 N\N p� k.#- C- 4,1 . KYR �CInI7'. cI!S1rk%` k talb- BMa�,Ps SIL VCCCS'►Q1ti Tri. \ T �s%eA,ik X. �e irAt.7SoAlalr y t✓lI'C- -ty�� `'�1b �tNer.�.��Wr►1� rt-wJa�N„+.J. A & LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 22 June 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician III Re : "Village at Summer Lake Park No. 2" Dear Mr. Hagman: Enclosed, as per your request, please please find a copy of an "Engineer ' s Estimate" for the estimated cost to complete the subdivision improvements for the "Village at Summer. Lake Park No. 2" which is presently under construction. This estimate is based on the improvements installed through Wednesday; 21 June 1989 . Installation of the water line is continuing and should be completed today or tomorrow. The enclosed estimate is for the items to be completed as of this date. The costs and format is based on the original "Engineer' s Estimate" modified and accepted by your office. I am submitting the revised final plat to Jon Feigion, P. L. S. along with this letter. should your office need any further information, .lease give me a call, and I greatly appreciated you contacting i.e direct so that this matter can be promptly resolved. Thank you. Sincerely yours, Leonard A. Rydel , P. E. , P.L. S. LAR/j encl : as stated OR--AK Corporation PLANNED DEVELOPMENTS + RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES I MMULMOLAILMNA I VILLAGE AT SUMMER LAKE PARK NO. 2 BID ITEM SCHEDULE The unit prices hereinafter written are submitteu with the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. XD., Item Quantity Unit Price Total WATER SYSTEM IMPROVEMENTS 1 . 12" Water Main 410 feet $ $ '� 2. 6" Water Main 7-40 -M feet $ 10.00 $ 2400.00 3 . 12" B. F. Valves 1 each $ $ 4 . 6" Gate Valves 2- A each $ 3 40 -00 $ 5. Hydrant Assembly 1 2' each $ IZSCO,DO $ IZ5-0:00 6. Blowoff Assembly 1 each $ 400-00 $ 400.00 7. Temporary Blowoff 2 each $ 400-00 s 00-00 8 . 12xl2x6 Tee 1 each $ $ 9. 6x6x6 Tee 1 each $SSD-2 $ !�. 0 -00 10. Rock Backfill 550 tons $ 11 . 00 $ -640 D-0 Sub Total - Water System SANITARY SEWER TMPROVEMENTG 11 . 8" Sewer Main 1159 feet $ 12. 4" Sewer Laterals 1135 feet $, -- 13 . Sewer Manholes 6 each $ $ 13N1aKh01e qd 5 each, lo©.o S66 -370- 14. Rock Backf il� 1800 tons $ $_ Sub Total - Sanitary Sewer gc>t -0-0 STORM DRA„�NA E IMPROV 15. 12" Storm Drain 329 feet $ $_ _ 16. B" Storm Drain 329 feet $ _ $ Located In a Portlon of Lots 10, 11 and 12 and S. W. 130th Avenue ASH VALLEY TRACT West Half of the Southeast Quarter, and t o East Half of the Southwest Quarter Southeast Quarter, Sectlon 33. Townshlp 1 South, Range 1 West- of the � Willamette Merldlan � City of Tigard, Washington County , Oregon 1989 May 19 , i - � 1W 50 IN � ,, ITIAL POINT ; � , ,,� ;✓ ; Q � , � � . U� I 2 (/8. 47 J 3 I 8AS/S OF BEAR/NGS o ° �//909� 3 - 4 5 e (tNoa °01°18'W ) --58 1 lN89 58 42 E N00 09 18 W 1 8. 86 IN81" 28'41• e -` V 0 �88.4sJ 5400J (70.00) (7000 73.02' X23 ' 20.00 '1 _ _ v _ 160.'96' , I4 54.4/ - '' 75.00' 60.00' 60.00' 6 .00' �t E ,.0 8B 50398 9. 9 2 1 30.43 30.33 378. 76' - ' ..I 60.00' 50.00' - _ _ N a T/L/T Y 7 FNNNNNN .O.00 34.54 • ' / 3.7�' 'Ni3' •-_- ---- �. e 9 [IV O a 01 18 W �,✓, . � 25 0 1 INCLEMENT ' r�� A INCLUDING 9 9. 5 6 1 z /3 �'� EL ECTR/CAL 3 1 f a /?77 AVEN UE- Go `N N � 3 2 3 // 25.46' 74./0' /2 6.60' 00 o2 /'� 'n, ° ---+- - -13 a T H `I w rV M1111 /7. 79' ev 0; . ON oO h0 hp � O i.. o� o o c c O+�" 4.J co 51 50 49 ° 48 q� 47 46 m 45 44 � m ° "' � c� O O I h �. 4 3 a ' a ,`� LEGEND: 11,712 SQ.FT. 7092 SQ.FT. 6600 SQ.FT. 6600 SQ�FT. 6600 SQ.FT. 6600 SQ.FT. 6800 SQ.FT. �' °' 3 C� 6805 SQ.FT, m � 42 � � • � � 4.90 e e Denotes monument y47 ' 7081 SQ.FT.`� 7425 SQ.FT. ►� �� B N ment Pound ,s, 44.32' 60.00 60.00 60.00' 6 . 55./0'_ :- B' c�TiL/rr a ( Bearing/Distance of R °p - - - Record �� NOO°si /B w 3� /0 9 NOO°0/'/8'W 8 6094 5.62 EASEMENT I � 8 per P " CY 52 w , ,T --__ � +� i p tat of ILLAGE AT 0057 - �6 SUMMER LAKE PARK and a s 1 + S.W. - _ NOO°O/ '/8;`W _ �'' . NOO°0I i8'w T=32.03' , as 5 N 0756 ' 2 4 23 Measured VIL L A GE A r SUMMER L AKE PARK NOs 2 8483 SQ.F T. ,� 296 90 - ---•E- 13 0TH 0 - oa o/ /e E ti �h // 8 g �-�• 7 42.°5 . , D 635/',l j�� . 1.x,11 �, "t b q N ° h ° Ap NOO G/ /8 W '` �_ p ----�� Bearing/Distance of Record h V NO2 /O 52 W (R) /6 NOO 0/ /,4 w 0.57 - (� / `�' Q°OI /B w as per ° S/� T= 32.03 9 g4" as measuredarker Survey and a /DO.// I ;�jo /5 _ 47.os 6a 00 82.. 8 tea, /7 /8 X35 m 1 J5 - /4 72' - ; , 6 - � r �---� r. 2 A /2 P0� � 763' + 2B / 00 C t� m o +- ��3. � 00 / Ie £ �, 0 5 8 " x 3 0 " O I B UTILITY -� 3 _ _ 4350' r'� /3 1 / Iron Rebar Set e) EAN UTILITY h EA3EMENr - -- o° with allow plastic st i c ca y /4 . � e 58 � Y P P 53 �3s /3 �Z / 0 , w,� o +��. so marked "RYDELL PLS 1437 " 25.0 � 0 2500 O , . O , l .� �_ $ SQ.FT. 65 �� (_ 30.00 3000 .�' !�4 4 4 a; O 9062 SQ.FT. �,� SitLu `O mo 66 0l cc Z 0 5/8 " x 30 " Iron Rebar with �6' a NOO°03'0/" _ I Z 7017 SQ-FT. e W y 4 /00.00' 4 °j $ �, allow Plastic Cap Marked 56 � 57 I NG,O°O Z 6821 SQ.FT. W "RYDELL " 1 3 13 O/ E I Z LL PLS 1 4 3 7 to be ` . 9576 SQ.FT•.h 09600 SQ.FT a , - /0000' Na0°o3'o/"E in Post Monu>mentated, 54 .o h 55 e o o ,e o° 59 ,� , a /o oo' Monuments Set 9188 0�' O o h q b ° b ( cp � � � CSI tp0 • � !, � t SQ.FT. 7625 SQ.FT.% 6000 SQ.FT, o oo� , O 5/8 " Iron Rod with 1-1 2 " US.% 6 4 g oh o J I �, o° 67 I o 1 p Aluminum cap mai, X c d "RYDELL ' NOO°03bl "£ I ° 6000 SQ.FT. Z %6 cc ,. k °� o e � 1i PLS 1437 to be !post /00.00' �, 2 ° „ 6300 SQ.FT. a '� Monumented and Set F1 S 3° /O' l/T/L/TY EASEMENT to NOD 03 O/ E ' h h U.1 118h / �0, INCLUDING PRIVATE I to 4 b f► with Asphalt* o� 6' Set STORM DRA /NAGE o hMonuments W p o h cc h I /00.00 NOO 03 O/ E h a 4 4 13 �? 70.00' 6000' 60.00' b 6 0 0 ° o co 3 34 .4'00° 01'1 - ' 6000 1 `1 c`I °o . °' I. 3 ,' S " _ " 8 E 190.00 SQ.FT. q c� 163 oh ° �, G /8 Iron R��d with 1 1/2 � I oo° ,�; } o, Aluminum Cap marked "RYDELL NOO°03`0/ E' I 6000 S�Q.F T. coo 6 8 I ' ;0 -� co U PLS 14370 $ Q CIO 437 to be Post � . /00.00' 6300 SQ.FT. Monumented Inside Monument I � B 7 X Monument& Set N00°03'0/ "E • Go 4 61 I q 3 /05.00' • co a `000 SQ.FT. a a� o ' tR) Radial to Curve PROPERTY LINE CURVE' DATA: ZI 62 0 0 0 /0uao' I 1 6000• SQ.FT. `O 69 o INR) Not Radial to Curve No. Radius Delta Chord Beam Chord Length � 0 6300 SQ.FT. , S00° 03'01"W 2500''2500' ( /00.00' 3 1 . 330 .00 ' . 00 38 ' 4.0 " N810 09 ' 210W 3 . 70 " 3 . 71 ' ] 1 J0.00' ° _ , Q Property Line Curve Data " 0 0 0 1'W 150.00' 5.00 30.00 3000 1 ,r Mraa . e t 0 '" a 2 . (_1-1-3_0 0.0� 0 ° 2 0_-'-�._0 4_" I�81 ° 3 8 ' 4 3 "W ,.�.. 6 . 6 0 ' 606011 ° � •, � , o N89 56 59 Y. Centerline Curve Data 3 . X130 . ©0 _ 4 ° 47 ' 34 " 584 ° 12 ' 32 "E 94 . 50 ' 94x53 ' � ua` ° S00 03 a1 W - . 10.6 4' S~�� N 8 9 5 6 5 9 W ,# :�►��' 4 . 17 . 00 ' 86 ° 35 ' 02 " S43 ° 18 ' 490E 23 . 31 ' 25 . 69 ' 0- • ' d Corn ., !T, 8.9 9 �„tE 0 Corner Notes 5 . 175A01 18 ° 11 ' 41 " S09 ° 04 ' 33 "W 55 . 34 ' 55 . 57 ' 6 . 225 . 00 ' 010 25 ' 48" 5170 27 ' 290W 5 . 62 ' 5 . 62 ' NARRATIVE: .~_ 7 , 225 . 00 ' 150 31 ' 010 S08 ° 59 ' 040W 60 . 75 ' 60 .,94 ' �- INDEX Are Lengths Shown on all Curves 8 . r es 225 . 00 ' 010 14 ' 52 " S00 ° 36 ' O8 "W 4 . 90 ' 4 . 90 This plat is based on County Surve; No . 22 , 4161, the plat. of 9 • 50 . 00 ' 100 51 ' 19 " S050 26 ' 57 "E 9 . 46 y , 47 VILLAGE AT SUMMER LAKE PARK N P Sheet No. Description 10 . 50 . 00 ' 400 39 ' 07 " S310 " r and County Survey No, } by - - OF 12 l0 E 34 . 74 ' 35 . 48 ' Clarence Barker , all of which should be refered to when , doing 1 of 3 Mia LP end C' 11 . 50 . 00 ' 40 ° 39 ' 08 " S71 ° 51 ' 18 "E 34 . 74 ' 35N481 work in this area. Basis P, g , Curve Data I+C..J�' of Bearings is the record bearing of 2 of 3 Su -" 12 • 50000 ' 400 39 ' 08 " N670 29 ' 34 "E 34 . 74 ' 35 . 48 ' North 00 ° 01 ' 18 " West along the East line between theSurveyor ' s Certificate P Initial , cat �,....-- 13 , 50 . 00 ' 400 39 ' 07 " N260 50 ' 260E 34 . 74 ' 35 . 48 ' Point and the Northeast corner of Lot 13 of "VILLAGE AT Monumentation Certificates, I hereby 4 . 50.. 00 ' 810 50 ' 16 " N340 241 154W 65 . 50 ' 71 . 42 ' LAKE; PARK " . SUMMER Corner Notes � y certifythat this 15 . 17 . 00 ' 250 41 ' 59 " N620 28 ' 240W 7 . 56 ' 7 . 63 ' 3 o gracing is an enact co of the 16 . 17 . 00 ' 490 36 ' 07 " N240 49 ' 21 "W 149261 14 . 72 ' f 3 Dedication , Acknowledgement original plat of "Village 17 . 17 . 00 ' 900 04 ' 19 " N450 00 ' 52 "E 24 . 06 ' 26 . 72 ' City and County Approvals at Summer Lake Park No . 20 , 18 . 17 . 00 ' 890 55 ' 41 " N440 59 ' 080W 24 , 03 ' 26 . 68 ' CENTERLINE CURVE DAT : REGISTERED 19 . 175 . 00 ' 180 11 ' 41 " N090 04 ' 33 "E 55 . 34 ' 55 . 57 ' F, OFESSIONAL VEYO �.0 . 225 . 00 ' 70 18 ' 53 " N140 30 ' 57 "E 28 . 71 ' 28 . 72 ' No. Radius Delta ChordDearing Chord Len tt� LAND D SURVEYOR 21 . 225 . 00 ' 100 52 ' 48 " N05 ° 25 ' OG "E 42966 ' 42 . 73 ' A• 300 . 00 ' 10 34 ' 21 " S800 41 ' 3 1 - �� J�! , �=�' Z /90 22 , 17 . 0J ' 900 04 ' 1,9 " N45 ° 00 ' 520E 24 . 06 ' 26 . 72 ' B . 1100 . 00' 70 10 ' 16 '^, S850 031 1 " E 8 . 231 fl . 28 � � � lo , Leonard A. d 1 P. L. s9. 43 4y E 137 . 59 137 . 68 ' � � ' 7 23 * [ 1070 . 00X' 70 31 ' 09 " S860 11 ' 258E 140 . 32 ' 140 . 42 ' ] C. 11OG . Oq 10 18 ' 02 " . r S89 ° 17 ' " 1 X� t+ 24 . ( 1070 . 00 00 57 ' 09 " S810 57 ' 160E 17 . 79 ' 17 . 79 ' ] D. 200 . 00 ' 180 11 -' 410 33 E 63924 63 , 51 25 . C 270 . 00 ' 20 42 ' 37 " S80 ° 07 ' 22 "E 12 . 77 ' 12. 77 ' 1 S09 ° 04 ' 33 "W 63 . 24 ' 63 , 51 ' 0REGION ] SEPT. 30, i9» LEONARD A, RYDELL 1437 Sh eet of V I LiLtiGE 1a SUMMER1,AKE PK # 2 5 OF 14 W1.19 ;-VINNym- MEN M-M WN1191PROO 10 NEI 1 1 1 1 1 1 1 1 i f I 1 i 1 1 1I 1 - r 1 r I I 1 1 r I I 1 ! ! i I 1t 1 I �` t i , 7�, S � ' fl--I1 � � 11 � I� I ( I � ' t-+ � •• a, r - 2 3 4 5 6 7 E3 9 In tl r2 .. ► _.. NC'fE : i F THIS MICROFILMED �"' - ��-- ' x.1 - -.ter. �..�.�. ..��,. - DPAWING IS LESS CLEAR THAN TF! IS NOT I(,ie,'"2T IS DUE TO j1- " QUAtITY OF THE ORIGINAL '"' -•ww.,, " DRAY+►:NG. - ,.- �E 6 2 8Z L? 9? G? VZ t:Z Z? 12 cz 61 131 L 1 91 S I V1 E 1 21 11 01 f 8 1 9 S b E Z I "Law 11111111 hi III 11 I11Ili 11111111111�11111114111611111111,11111111111411111Nlill Jul I�IIII�IIII�IIIIIi1�1�ti11�lill�lt�l�llli�Hltltt11�111aN 1111�1l11�►Ilt�flr�lflitl II11�1111�1111�1111IIII� ,,rr _ t4ocawtida" d=...�,,,.,,,a,, y, ,; -.. _ �. N iTTT V VILLAGE AT SUMMER LAKE PARK 2 NO. Located in a Portion of Lots 10, 11 and 12 and S. W. 130th Avenue ASH VALLEY TRACT West Half of the Southeast Quarter, and the East Half of the Southwest Quarter, Southeast Quarter , Section 33 Township 1 South , Range 1 West of the Willamette Meridian City of Tigard, Washington County, Oregon 19 May 1939 SURVEYOR' S CERTIFICATE: SURVEYOR' S CERTIFICATE Cont'd: CORNER NOTES: I , Leonard A . Rydell , Oregon Registered Professional Land I Hereby certify that the accompanying plat accurately depicts 1 . Found Washington County aluminum cap, 0 . 46 ' deep in center Surveyor No . 1437 , being first duly sworn , depose and say that the above described tract , is drawn to scale and all points of East-West chain link fence , 1 . 17 ' East of 2 " galvanized I have surveyed and marked with proper monuments the land monumented in accordance with Oregon Survey Law, iron pipe fence corner , appears undisturbed , hereon shown as "Village at Summer Lake Park No . 2 " , a tract of land located in a portion of Lots 10 , 11 and 12 and a portion As per 0. R. S. 92 . 070 ( 2 ) , I also say the post monumentation 2 . Found 5/8-inch iron rod with 1-1/2 " aluminum cap set of S . W . 130th Avenue , ASH VALLEY TRACTS, a plat of record in of the interior monuments within this subdivision will be inside 2 iron pipe , Initial Point of VILLAGE AT SUMMER Washington County , and located in the West Half of the accomplished within 90 calendar days following completion of LAKE PARK " Southeast Quarter and the East Half of the Southwest Quarter of the paving improvements or one year following the original plat 3 . Found 5/8 " iron rebar with yellow plastic cap marked Section 33 , Township 1 South , Range 1 West of the Willamette recordation , whichever occurs first in accordance with O• R. r _ "RYDELL PLS 1437 " flush with surface, appears undisturbed, Meridian , City of Tigard , Washington County,, Oregon and more 92 . 060 • set by plat of "VILLAGE AT SUMMER LAKE PARK " o fully described Lased on a survey by Clarence E . Barker , REGISTERED 4 . Found 5 8 " iron rebar with yellow tic P. L. S. , as follows : / y plastic cap marked PRD E S S I O N A L "RYDELL PLS 1437 " , 0 . 1 ' high, appears undisturbed, set by LAND SURVEYOR plat of "VILLAGE AT SUMMER LAKE PARK " . Beginning at the Initial Point , a 5/8- inch iron rebar with �--' � � a 1-1/2 inch aluminum cap set flush with the top and inside a �. �� Z4 l i98g 5 . Found 5/8 " iron rebar with yellow Mastic ca marked 2- inch by 36- inch galvanized iron pipe set 6-inches below the Leonard A. Rydell , P. L. S. No. 1437 Vt�4. � G�2 RYDELL PLS 1437 " , 0 . 15 deep, appears undisturbed, set by surface of the ground on the East boundary of "Village at 601 Pinehurst Drive 01% EG014 plat of "VILLAGE AT SUMMER LAKE PARK " , Summer Lake Pa k " , a subdivision recorded 15 September 1987 Newberg, Oregon 97132 LEONARD 30, 1977 6 . Found 5 8 " iron rebar withmangled o in Book 65 , Pages 4 and 5 , Washington County Plat Records , LE / it yellow plast �C cap " Subscribed and sworn 1437 marked RYDELL PLS 1. 437 , 1 . 1 high, bent Westerly, set by said Initial Point being Nortir, 00 O1 18 West 54 . 41 feet before me this L4•+'=� plat of "VILLAGE AT SUMMER LAKE PARK " * f rom the Initial Point of said village at Summer Lake Park ---• and North 890 56 ' 21 " West 1341 . 93 feet and North 00 ° 01 ' 18 " day of May 1989 . _��___ - 7E. Found 5/8 " iron rebar with mangled yellow plastic cap West 378 . 76 feet from a Washington County Monument marking � marked "RYDELL PLS 1437 " , bent North-northwesterly on East the Southeast corner of Section 33 , Township :l South, Range 1 side of 4x4 wood fel:ce c( er post , set by plat of West of the Willamette Meridian, Washington County, Oregon ; J ROY M "VILLAGE AT SUMMER LAKE I AK " . thence North 00 ° 01 ' 18 " West along the East 1 ine sof. said NOTARY PURIC =OON "Village at Summer Lake Park " 588 . 86 feet to a 5/8-inch iron WOm{nissmi Exons 8 . Found 5/8 " iron rebar , 0 . 25 ' high, no cap but appears rebar at the Northeast corner of Lot 13 of said "Village at undisturbed , 0 . 22 ' Northeasterly of Northeast corner of Summer Lake Park " , said iron rod being the r_3outhwest corner 4x4 wooed fence corner post , 14 . 69 ' Southerly from of that tract of land conveyed to Homebuilders Development Northwest corner of Lot 46 , set by, plat of "VILLAGE AT Corporation by Statutory Warranty Deed recorded 9 November INTERIOR MONUMENTATION: SUMMER LACE PARK " , 1988 , Fee No . 88 -50398 , Washington County :Deed Records ; � 9 . Found 5/8 " iron rebar , 0 . 91 ' high, no cap, bent Easterly, thence North 89 * 58 ' 42 " East on the South line of said I , Leonard. A. Rydell , P. L. S� No* 1437 , being first duly sworn , 1 . 61 ' Southerly from Northwest corner of Lot 45 , set by Homebuilders tract distance of 20 . 00 feet to a 5/8- inch iron say that in accordance with O , R. S. 92 . 070 , I have correctly plat of "VILLAGE AT SUMMER LAKE PARK" . s the interior corners surveyed and marked with proper monument rebar at the Southeast corner of said Homebuilders tract ; " 10 Found 5j8 " iron rebar with yellow plastic ca marked thence North 000 011 18 " West along the East line of said as indicated on the attached plat of Village at Summer Lake " " ` Y � p Park No. 2 RYDELL PLS 14370 , 0 . 11 high, set i n, concrete , 0 . 41 Homebuilders tra �:�'t 99 . 56 feet to a 5/ 8- inch iron mbar ; Northerly from the northeast corner of 4x4 wood fence thence on ,a 1130 . 00 foot radius curve right ( bong chord bears corner yst set b plat of "VILLAGE AT SUMMER LAKE PA}�K" North 810 38 ' 43 " West 6 . 60 feet ) an arc distance of 5 . 60 Po • Y P feet along the North line of said Homebuilders tract to a 11 . Found 5/8 " iron rebar with yellow plastic cap marked 5/8-inch iron rebar ; thence North 81 ° 28 ' 41 " West along the Leonard A R de 1 P L _ "BARKER PLS 6360 , flush, appears undisturbed . Oquist iron North line of said Homebuilders tract 9 , 92 feel: to a 5/8- inch Y 1 , . S. No . 1437 rebar bears South 84 " 44 ' 54 " East 0 . 50 ' . iron rebar ; thence on a 330 . 00 foot radius curve right ( long " i chord bears North 81 * 09 ' 21 " West 3 . 7�, feet) along the North Subscribed and Sworn to 12 . Found 5/8 ron rebar with yellow plastic.. cap marked line of said Homebuilders tract an arc distance of 3 . 71 feet Before me this day "BARKER PLS 636 " , flush, appears undisturbed. Oquist iron to a 5/8- inch iron rebar at the most Easter. Southeast of 19---- • rebar with yellow plastic cap marked "OQUIST PLS 2008 " Y bears North 76 * 39 ' 50 " West 0 . 271 . boundary of "ARI GREEN " , a subdivision recorded 22 December 1986 in Pages 37 , 38 and 39 , Book 62 , Washington County 13 . Found 5/8 " iron rebar with yellow plastic cap marked Record of Plats , Laid point being also on the Southerly "BARKER PLS 636 " , flush, appears undisturbed. right-of-way line of S . W . Winter Lake Drive and the West right-of-way of S. W. 130th Avenue ; thence North 00 ° 01 ' 18 " " 14 . Found 5/8 iron rebar with yellow plastic crap marked "R. West along the East line of said "ARI GREEN " and the West BANCROFT PLS 1124 " , in monument box, appears undisturbed. right - of - way line of S . W . .130th Avenue 60 . 96 feet to a Monument bears North 79 " 53 ' 20 " West 0 . 17 ' from 5/8- inch iron rebar ; thence on a 270 . 00 foot radius Curve calculated centerline intersection. left ( 1 ong chord bears South 80 * 07 ' 22 " East 12 . 77 feet ) an 15 . Found 5 8 " iron rebar with " arc distAnce of 12 . 77 feet ; thence South 810 281 41 " East / yellow plastic ci�� marked R. 9 . 92 feet ; thence on a 1070 . 00 foot radiuscurve left ( long BANCROFT PLS 1124 " , 0 . 651 deep, cap cut but iron roda ears d chord bears South 81 ° 57 ' 16 " East 17 . 79 feet ) an arc dist ce 7 right-of-way_ WASHINGTON COUNTY SURVEYOR: PP undisturbed, an of 1 . 79 feet to the East right of way line of said S . W. 130th Avenue and the Southwest corner of a tract of Approved this day of 19_____ . land conveyed to the City of Tigard for park purposes by Warranty Deed recorded 5 December 1988 , Fee No . 88- 53 ' 178 ; thence on a 1070 . 00 foot radius curve left ( long chord bears South 860 11 ' 25 " East 140 . 32 feet) along the South line oL By : said City of Tigard tract an arc distance of. 140 . 42 feet to a 5/8- inch iron rebar ; thence South 89 ° 56 ' 59 " East along the South line of said City of Tigard tract 245 . 15 feet to a 5/8- inch iron rebar ; thence South 000 03 ' 01 " West 165 . 00 feet to a 5/8-inch iron rebar ; thence North 89 ° 56 ' 59 " West I hereby certify that this . 99 feet to a 5/8- inch icon rebar ; thence South 00 ° 03 ' 01 " tracing is an exact copy of the "Village West . QO feet to a 5/6-inch iron rebar ; thence North 89 ° original plat of ' 59 " West 10 . 64 feet to a 5/ 8- inch iron rebar ; thence at Summer Lake Park No . Z " South 00 * 03 ' 01 " West 100 . 00 feet to a 5/8-inch iron rebar ; thence North 890 56 ' 59 " West 85 . 00 feet to a 5/ 8- inch iron , rebar ; thence South 000 01 ' 18 " East 190 . 00 feet to a -- 5/8- inch iron rebar ; thence South 13 ° 30 ' 07 " West 135 . 42 Zj XQQ 190-7 feet to a 5/8-inch iron rebar ; thence South 89 ° 58 ' 42 " West Leonard A. Rvdel 1 , P. L. So 1437 286 . 33 feet to the True Point of Beginning . Said tract containing 6 . 2632 acres. Sh eet 2 o VILLAGE @ SUMMERI.Ji'd . PI, #2 6 OF 14 WOOL- some rpriviow"am _ _. _. ..._ .. . ...... .. r. .. . „ tj { 1lifli t1i ill I411 til I 1 i11 1 rl 1 III IIT I� 1111111 III to t11 l 1 I � I � f I 1 I I I I I Ii � lll iI1 � PlI { il � ili � It � tli lyl� ll ► , •� _ :. : _ 2 3 4 5 6 7 8 9 t Q I I 12 _. ,,- NOTE : IF THIS MICROFILMEDwr�trrw �. DRAWING IS LESS CLEAR THAN , THIS NOTICE-,--IT IS DISE TO ALITY OF THE ORIGINAL. RAW I NG. _ - -- - - - - - - ---- - - OE 6Z AZ LZ 92 SZ t►Z C 72 12 02 6t 91 L1 91 G1 *1 EI Zi I 1 01 6 9 L 9 5 b E Z NIIltlllllll�llll�llll�llll�illlilililitl#�,IIII�LIt1�iNtltlii�lfillet►i��tul�tt��IlI1111�11�1�11lI�I��IiUlllll�ll!I�Iltf�i«itl�llllL1t11��1101IIII�IIItI1111t�trNi �11t�11t1�fM�l1Hilljllu�illl�llll�illlfl111`)�JIIlt1l1l1►111�i111��11.1�)1 ��11�11 �1111 �► ITTT- - V - VILLAGE AT SUMMER LAKE PARK NO. 2 il - nota Page 2 of 3 ND-.. Item Ouan i v Unit P11Qg Total STORM D A1V= - Cont'd 17 . storm Cleanouts 4 each $ 2.00. Ott $ 840. 00 18. Rock Backfill 210 tons $� $ 19. Catch Basins 2 each $_ $ 20. Rip Rap 25 tons $i0 -0-0 $ 7�D.CFO Total - Dr"inage Improvements $ I DSb. DD STR .. 21 . Exca-ation 4530 cu.yd. Lump Sum $ —' 22. 16" Curbs 2150 feet $ - $ -- 23 . Rock 1000 It" tons ;^ 14. 0 di, 600.0 24. Class "B/C" Asphalt 720 tons $ :� .G U $ t30•Qo 25. Class "C" Overlay 310 tons $ 32. (7O $_10i24p.0p 26. Street BarricaAe 2 each $ tiD0.C70 Z00. 00 \\ 27. Monument Eoxes 3 each $ IO2 .0U $ 300.Qp 28. Sidewalks 10750 sq. ft. $_ � •-7O $_I$�Z75.0� Total - Street Construction $ 66,495-00 UNDERGROUND TT .TTT£G 29. Conduit 880 feet 30. Trenching 1950 feet - 31 . Rock Backfill 90 tone 31. Transformer Pads 3 each 1` CTQ.OfJ 33 . Street Lights 10 each $ 55 .00 $ J500.QO Total - Undergrjund Utilities VILLAGE AT SUMMER LAKE PARK NO. 2 ' TTFM_^CHEDULE - Cont'd Page 3 of 3 PROJECT SUMMARY Water System 30. 0� Sewer System $ 560. 00 Drainage System $w 0150- 00 Street Construction $_ 6S A�5. 00 Underground Utilities S 6 81-50 •00 TOTAL $_ ZS- 00 This estimate reflects the subdivision improvements not installed as of Thursday, 22 June 1989. _22 June j-a Leonard A. Rydell, P. E. ,lP. L. S. Date 601 Pinehurst Drive Newberg, Oregon 97132 Phone: (503) 536-5700 <<�v F �fC ol 7G 0 EGON�4, J ` �t^Q 00st 22,%1) r. LEONARD A. RYDELL, P.E., PI.S. Consulting Civil Engineer - Land Surveyor 22 June 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 City of Tigard (503) 538-5700 P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. Jon Feigion, P.L. S. Re : "Village at Summer Lake Park No. 2" Dear Mr. Feigion: Enclosed, as per your request, please please find the revised mylars of the final plat of "Village at Summer Lake Park No. 2" in the City of Tigard. The changes requested by your office have been made , and I have provided John Hagman a revised "Engineer ' s Estimate" for the cost to complete the subdivision improvements as of this date. As a professional matter between surveyors, I believe that we could better serve the interest of the public if your review could be made on bluelines prior to the photographic reproduction of the mylars. This would result in: 1 . Only one set of drafting changes to make rather than three, thus saving additional drafting costs. 2. A nicer looking recorded copy that doesn' t look marked up. 3. A dedication that is executed as written, not one that is modified after signing. This is a legal question. 4 . Eliminate the requirement of using chemicals to remove existi.ig information off of the mylar copies. The City o : Wilsonville presently is reviewing a final plat for me prior t-o reproduction of the mylars. The final plat (which is transparent) can easily be compared to the blueline copies by overlaying the two drawings. Should your office need any further information, please give me a call. Thank you. Sinc rely yours, ny t 7 Leonard A. Rydel 1, P. E. , P. L. S. LAR/j encl : as stated OR-AK Corporation PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISION_ WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES CLI� 4 cin �G 3 AkQ— a�a4cQ Uu•CTNI . y� •°'I CITYOF TII ARD a4lW OREGON Ut ,,,/) Jon T. FeIglon, P.L=. Engineering Community Devebpment Department 13125 S.W. Hall BNd. P.O. Box 23397 Tigard, Oregon 97223 (503) 639.4171 ....,�,... .,r..�...,.. ia..r,d.:;Yr��tr'vn•u.ave:Y:.iariY-uu'a.�Au�aW:HufiG4�i'1+�.�r�jyy VhntMYiYN.es+warsru S'TMhPt 'r NI4T t MN V S Six' $As��om�� -QD%% r . Carlson Testing, Inc. (;onstn[chion Inspection&Related Tests P.O.Box 23814 11gard,Oregon 97223 CP-4464 Phone(503)GM-3460 � Mo REPORT OF IN-PLACE SOIL DENSITY TESTS June 12, 1989 Client )R-AK Corporation RECEIVED Project Village @ Surmlerlake II JUN 16 1989 Skil Description Light Brom Silty Clay C"MurftyDey;;0MM.-�:t Max. Dry Density---*_ lbs./cu. ft. Optimum Moisture 20'1 % Method of Test nuclear 3440 IN-Pn•rt r• r[[r TEST LOCATION tlry NOT o�""L (LOS./CU.FTA�rr r[[� w� yr r Day- C*..V.Cr1SM 6-12 1. Winterlake Drive; Sta. 2+20; @ Centerline Base 13.4 126.2 111.3 100 + ' 6-12 2 Winterlake Drive; Sta. 3+73; Left Side 11.1 117.7 106.0 100 + 6-12 3 Winterlake Drive; Sta. 4+50; Right Side 19.2 123.1 103.3 99.9 6-12 4 Winterlake Drive; Sta. 5+75; Left Side 14.1 120.5 105.7 100 + 6-12 5 130th; Sta. 0+75; Right Side 16.2 129.0 110.2 100 + 6-12 6 130th; Sta. 1+75; Left Side 11.4 118.0 105.9 100 + 6-12 7 130th; Sta. 3+00 12.4 122.3 1.08.8 100 + i 6-12. 8 130th; Cul-De-Sac; Southwest Side 11 11.6 118.3 106.0 100 + � 6-12 9 130th; Cul-De-Sac; Northeast Side 13.6 122.4 107.7 100 + ()-12 10 Tamara Lane; Sta. 3+00; Left Side 13.91 120.6 105.6 100 + 6-12 11 1 Tamara Lane; Sta. 1+50; Right Side 11.1 118.2 106.4 100 + Rf...,l,sCC:Quality Rock City of Tigard - --------- - -- - Leonard Rydell CARSON TESTING INC +�71 FINAL PLAT REVIEW CHECKLIST Attach copy of submitted Plat Plat Name: ' ' K �� Case Number Address(s) — ---- (Do NOT release addresses to the Public without consent of the Engineering Department:. ) Contact name and phone _ r 'd (Fill in when plat pPe ' ori. "RETURN TO SURVEY DEPT. AFTER REVIEW" ENGINEERING DIVISION Review items considered Survey Related 1 . Plat boundary description e- 1 2. Lot and tract square footage calculation check 3 . Centerline monumentation 4 . Bearings, distances and curve data Comments: i f, BY: ___ PLANNING DIVISION Review items considered 1 . Phase boundaries 2 . Lot and/or tract size and configuration C� 3 . Lot and/or block numbers 4 . Access restrictions 5. Conditions of Approval 6 Private streets (location, width, etc. . . , ) 7. Preliminary Plat approval date - 1 year period OK( \ IV] 8 . Special Deed restrictions ) �� 9. Taxes, special assessments paid ['7� 10. Open Space (Deed or Dedication) W4 11 . Non—Remonstrance Agreements 12. SPECIAL SETBACKS ARE '%J2_ R=-� 13 Assign Case Number, (above) Comments : fly UIL ENGINEERING DIVISION Review items considered Engineering Related and purpose of easements, conveyance. caC 1 . Lotion, width a P easements) (Speci.fic and general public utility 2. Reserve strips 3 , Open Space areas, public improvements g. Curve, corner, and cul--de sac radii 5. Dedication/Vacation [ ] 6. Street location, width and alignment r � 7 , Public Improvemen�C guarantee OK C a 9. Conditions of Approval y, Sewer availability letter prepared C , 10. Non—access areas marked on attached plat (D/W- cor. ) ] Comments: SY D A T E; ENGINEERING_ D_ IVISION I Review items considered Drafting Related C 1 . Update City wide maps , 2 Assiyn Address(s) - (front Paye) l � 3 `.:'tr-pvt NamPs r:umment �; 1)oll : -. BUILDING DIVISION Comments: B Y. - ---_— DATE: -- Returned to Developer for correction BY - --�-�—`�` D A T F: _ _--------- - --- -- -- I Corrections reviewed and approved BY : DAT L Forwarded fur City Signatures ----- -- DATE - Released to developer' for recording BY ----- - - - i DAI f ( � ih/f'MO HP) /4 FINAL PLAT REVIEW CHECKLIST Attach copy of submitted flat I ill ai. Name Case Number Add r•ess(s) (Do NOT release addresses to the public without consent of the Engineering Department-. ) Contact name and phone (Fill in when plat is dr•oppe¢1 off) DATE: RECEIVED: -Z "RETURN TO SURVEY UEh1 AFILR RF.VII=W" FNC,IKEERING DIVISION Review items considered Survey Related 1 . Plat boundary description �. ✓ 2. Lot arid tract square footage calculat.i(m rhock 3 . Centerline monumentat.ion 4 . Bearings, distances and Curve daLa List Engineer Requir•emonts : l; )1111110r1t!1 PLANNING DIVISION Review items considered 1 . Pnase boundaries 2. Lot and/or tract size and configur•at:ion 3 . Lot and/or block numbers 4. Access restrictions 5. Conditions of Approval 6. Private streets (location, width, etc 7. Preliminary Plat approval (Irkto I yoar por.;od OK 8. Special Deed restrictions 9. Taxes, special assessments paid 10. Open Space (Deed or Dedication) 11 . Non—Remonstrance Agreementtj 12, SPECIAL SETBACKS ARE 13 . Assign Case Numbor (ahovo) List Developer Requir•ement.s : Othe•• ("0111111orlt's BY: .ie'.`:::.,,J.New"i�r�th+`iwr�r+nri4lti�aM:'ud6Ynx.%iwu a.[dltitlMh;pie:Al�Nlt4'iNWWld.141(e'h:t1{,YMAYQ�WiiMilt�rt,�' ..• •... A�� _ ENGINEERING D'IVISION Review items considered Draftiny Related 1 , Update City--wide maps 2. Assign Address(s) -- (front page) 3. Street Names Comments: • dere nc'c. �C� Su> /�C eve- Z7r• t`h�� /� act�tc�//y ct. � 106.- 9c-, 0� ./ 7a-mErx- Zi-2 110 ,.._.._ r� e X/ /n n tt7c- /-?r'l Clre e ei 0/10141cf e- / )a n w. Ole 1.50eAl BY: DATE; %r Or*)L)"1&e:•rr(/ �tr,tet /�Ctir�E.. riC>l BUILDING DIVISION9 Comments: DY: DAIL _ _ J ENGINEERING DIVISION Review items considered Engineering Related 1 . Location, width and purpose of easements, conveyance, (Specific and general public- utility easeme`nt:s) Z. Reserve strips SoM *-A 'rwS cv.'eAa 3 . Open Space areas, public impruvemwnts Lkr 4. Curve, corner, and cul-de. sacs radii [woo, 5. Dedication/Vacatiun st� hO�te�� ,♦ ►K� [►.]� iT�.� � 8, cws ► wt* , 6. Street location, widish and alignment ( [� 7. Public Improvement guaranicae 01( . . , LSJO ` KOt �p,pvldtd .fit [� B. Conditions of Approval— sdAL Nerd. 11 9. Sever availability letter prepared—, KVt kl VIA IS [� P"I V ar seAoV4 S %HL 10. Non–access areas marked on attached plat (U/W, co' � List Developer Regluiromerits: l l ( \ M g `1`rev t . . , Z O � V. v iq~�11ecjSIVI� aw�d►`�1r/.. t-S ` of �►sgc,�►e� ��. �C.�Ml.1HIKw Ca'Nti►�ION1 7ti �'h� "i ' W �'�ISr Ir 161 •� .e �►�,vt�►oPv►�ty� ` Vit e E�s+ t s ►I Le ww �ed. C.1.�.C'�Ci� ��la.� �� ►< List Engineer Requirements : ............ a..�.. ML ALL MaU I P-M 'p►ps-rs �� NsSuRhuCE Hy IM11 9P 14 8% Returned to Developer for correction BY: DATE: Corrections reviewed and approved By D A'f E.: Forwarded for City Signatures BY: DATE. Released to developer for recording BY: DA'f . (unstruction 1—pectiun A Relarcd 7t1ts Carlson 'T'esting, Inc. PO.Boil 23814 Tigard,Oregon 97223 MO. �a(1�a Phone(503)684-3460 10� REPORT OF IN-PLACE SOIL DENSITY TESTS June 7, 1989 Client OR-AK Corporation Project Village (d Sumerlake 11 Sol Descrlotlon Light Brown Silty C1-ay Mcx, Dry Density 103.4 lbs./cu. ft. Optimum Moisture_— 0. 1 % Method of Test Nuclear 3440E Oar[ Or .3f+ ( T EST L OC A T 1 O N [l[V. urr r'[l0 IN-I�ACE DENSITY r[SJ r0 rr, x0. OISIWII I1•S./cu. rT.l 1 + CSN r�(r10" Y Sub- 0-06 1 Sta. 4150; Winterlake Drive; Left of Cntr Base 22.4 123.0 100,5 97.2 f;-06 2 Sta. 4+50; Winterl-ake Drive; Right of. Cntl 1 26.3 116.9 92.6 89.5 R.morks CC: Quality Rock ---- City of Tigard CARLSO N IFSTING INC LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 18 May 1989 (503) 538-5700 Quality Rock Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn: Mr. Darrell Hayden, President Re : "Village at Summer Lake Park No. 2" Dear Mr. Hayden: An inspection of the subdivision improvements to the "Village at Summer Lake Park No. 2 " in the City of Tigard was made on Wednesday, 17 May 19e9. Additional grading has been done since my last inspection, but several items of concern were rioted: The private storm line trenches have been backfilled with dirt. Two areas checked did not have the required six inches of rock cover and it appears that they were backfilled without placing the required rock as required by the plans, my verbal instructions and my letters. Please remove the dirt backfill, place the required rock cover and notify this firm when the trench is ready for inspection. 2. The cleanouts have not been backfilled correctly (they were backfilled with loose dirt. My letter dated 4 May 1989 which forwarded standard cleanout details required either concrete backfill or compacted rock . Please remove the dirt backfill and replace with compacted rock or concrete as per the standard detail requirements. 3 . The rear of lots 43 through 50 need to be cleared and filled as per the gradinq plan and as mentioned in the site visits to Ryc and my letter of. 10 May 1989. 4 . The compacted fill area on lots 62 through 65 need to be stripped prior to placement of compacted fills. The area to be compacted extends to within 5 feet of the rer,r .lot line, an allowance needs to be made for fill slopes. Uncompacted fills have been placed in this area over unstripped ground. Top of bank is to be the property line. 5. Dirt has been placed offsite east of lots 54 and `5 outside PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES Mr. Darrell Hayden, President 10 April 1989 Page 2 of 2 of the designated fill areas, and insufficient dirt has been placed on the rear of Lots 53 through 57 as per the grading plan. Offsite fill areas are designated on the grading plz�n and require stripping prior to placement of compacted fill . All compacted fills require testing and certification by Carlson. Testing. In conclusion, the approved construction plans define the work to be done and it is the responsiblity of the ''contractor 'to properly construct the improvements. Understanding of the plans is provided by occasional inspections and clarifications letters, and discrepancy letters should only be required as a last resort. I find it difficult to maint-- in confidence in the quality of the work and maintain a good relationship with a contractor when the construction plans, verbal instructions and written discrepancy letters are ignored. Should you have any questions concerning tiiese matters, please feel free to contact this firm. Thank you. 4Sbinceely yours, d A. Rydell, P.E. , P.L•$. LAR/j - encl : as stated cc: OR-AR Corporation City of Tigard l LEONARD A. RYDELI, P.E., P.L.S. Consulting Civil Engiriour - land Surveyor 4 May 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 Quality Rock Company 21630 S. W. Farmington Road Beaverton, Oregon 97007 Attn: Mr. Fib Hayden, President Re : "Village at Summer Lake Park No. 2" Dear Mr. Hayden: Enclosed please find two cleanout details for the storm cleancuts being constructed on the Private Storm Line in "Vi.11age ut Summer Lake Park No. 2". The "Standard Clean Out" is from the City of Tigard Standard Drawings. Installation of this type of cleanout is acceptable as long as you do not pour concrete around the end of the vertical wye as shown. I would like this to be accessed in the future if necessary. As an option, it is acceptable to the City of Tigard and this firm if you install the type of cleinout frame and cover shown in the second "Standard Sanitary Cleanout" detail enclosed. The "Solid undisturbed earth" can be compacted rock backfill or concrete as per your option. The "case" shown on the drawing would be a piece of concrete pipe. As pliistic pipe is used, use a PVC pipe plug or cap over the pipe. Particulary note that concrete IS NOT poured around the cleanout riser and does not extend to the surface. During inspections of the line, it was noted that the required 6-inches of rock was not placed over the private storm line and the laterals have not been marked with 2x41s. Should you have any questions concerning these items, please feel free to contact this firm. Thank you. Sir. ely yours, 7P Leonard A. Rydell, P. E. , P. L. S. LAR/j encl : as stated cc: City of Tigard OR-AK Corporation PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES CLEANOUT SALEM IRON WORI<S r( PIPE SIZE ) CASE Sto 15 toIZE SALEM OREGON OR EQUAL CASTING G 15" A3820 16, A.73816 9237 A1238 LAAAMLE RING C COVER - - \CASE l'C7NC. PIVD COMA i c E PLUG (4v- �. JOINT,EITHER f'V(, /RUBBER OR MORTAR r PIPE HE NO Q' 4e nlrt � JPO Ll / v 1/ BEND t i STANDARD OANITARY CLEANOUT DETAIL III ;8 III-21 Ad h Am MqMIKLmqo d � o ! o = � w � Y J V; Q., Q U Z z O L'1 rl cr x vi W z 00 J �) > m oo U 0 to w Z •- IY �.i 7w } IQ- w N V)`' Z ~ n Z _ co (V � Q 4/ U - `Z 41 3 < co 0 > 0 ! O (O U q a J .z CX 2 N a a < n Q LL (� 14 OL wt t� -1 // •1 �. I I • O N Oa w W Q ` co I ILh a 0 I ' I I I I 1 r � . ..1t• R a^L'�. i.•, •'I :i��J��;�:..'ry.:M.l,.' - ' I . , a...•a.,, ji��«tN'��rt�u:' �LS• r 1>• APPENDIX 2 Tf / ? _ AIR TEST DATA SHEET S c. '�70 Tl y� �- Owner (Name of city, dlctrlct, etc., `f /4/'z L �LiQ/Jr t-L c_ Test No. Identification of Pipe Installation (Job name, location,contract number,etc.). �"< k /VC,' � y✓J�, �o r�'�,��..- i.%r�/�o yk- r` � �"�-��.,t•c� .��L _ Field Test Data: (To be filled In by the Inspector) / CC Date:__ `' 1 lr OBJ Specified�Maximum Pressure Drop: �pslg Identification of Pipe Material Installed Pipe Under Test Specification Time Field Test Operations Data Pressure Time Allowed Start Stop Ellapsed Pass Upstream Downstream Dia. Length Refer to Initlally for Pressure Test Test TI ur MH sta • MH sta w D L UNI B-li Raised To to Stablllze Pressure Pressure (min:sec)IP Fall (In.) (tt.) (min:sec) (pslg) (min) (prig) (psig) o►F) LI 7 M 35- o — 7 / 4.O 1 2 n r�� s h D r,o y' j � 7 r 1� -- •: ' J i 1/ {.�- l L L- O ij f 1. �l �r .l i f I , Inspector's Name and Title: ^ -r' f^. /✓/�/ " Signature of Inspector:_ s If a section falls, the following Items should be completed: Identify section(s) 'hat failed _ Leak (was) (was not) located. Method usel1: __ W Description of leakage found: J Description of corrective action taken:, Y� For test results after repair refer to Test No. Inspector_ This data Sheet may be used in conjunction with Recommended Practioe UNI-0"6.The Uni-hell PVC Pipe Association ,As interested in evaluating the testing of sewer pipe installations with low-pressure air.The purpose of this"Air Test ,,Data Sheet"IS to assist in obtaining information from field testing of sewer pipes as well as to &&list the community in evaluating the Sewer's acceptability. Full sized (8K x 1 1') copies of the above"Air Test Data Sheet"are available free Of charge upon request to Uni-Bell, The Uni-[cell PVC Pipe Association suggests that one Copy Of the completed sheet be retained for your files and requests that one copy be sent to: Uni•Ilell PVC Pipe Assoriatiun 2655 Villa Creek Drive,Suite 155 Dallas,Texas 75234 I OR-AK CORPORATION OREGON-ALASKA LAND DEVELOPMENT CO. POST OFFICE BOX 2302 LAKE OSWEGO, OREGON 97035 503-684-6541 I. 1 C7 C) J c'f ocl� - l Com" RECEIVED Consdvction Inspection&Related Tuts Carlson 'Testing, Inc. APR z? 1989 P.O.Box 23814 Tlgerd,Oregon 97223 ICY-4464 Phone J503)6U-3460 Joe no REPORT OF IN-PLACE SOIL DENSITY TESTS April 2.5, 1989 Client OR-AK Corporat ion proiect Village @ SuTmr-lake II - Sanitary Sewer Line Sol Descript on 3/4"-0 Karban Rock Max. Dry Density 121.9 lbs./cu. ft. Optimum Moisture 8.5 % Method of Test Nuclear 341.1-B DATE 0/ i(fi (l(Y. UIf WILD IN-PLACE DENSITY TEST LOCATION uulllull[ IIU./(u. /r.l x w t 4-24 1 130th Avenue Lateral Lot 3 Line "A" FSG 115.0 133.9 116.4 95.5 4-24 2 130th Avenue Main @ Lot 55 13.8 135.3 118.9 97.5 4-24 3 130th Avenue Lateral Lot 48 12.3 130.9 116.5 95.6 4-24 4 .130th Avenue Main Lot 46 11 j 135.5 121.2 99.4 4-24 5 130th Avenue Lateral Lot 44 13.6 133.3 118.0 96.8 4-24 6 130th Avenue Main Lot 42 8.3 126.8 117.1 96. 1 4-24 7 130th Avenue Lateral Lot 57 10.4 128.7 116.6 95.1 4--24 8 4interlake Drive Main @ Lot 42 " 8.2. 125.1 116.1 95.3 4-24 9 ramera Lane Line "B" Lateral @ Lot b2 1. 10.5 128.7 116.5 95.5 4-24 1U 'I'arnera Lane Line "t3" Main @ Lot 61 " 11.4 131 .4 117.9 96.7 4-24 it '1'amera Lane Line "B" Lateral @ Lot 60 9.7 130.7 119.2 97.8 CC: Quality Rock R�morks_ -- ultv--or 'Twp-- - -- -- - - -- ---- - -- - CARLSON TESTING INC RECEIVE" (:ons[ruction Inspection&Related Tuts Carlson Testing, Inc. APR 27 1989 P.O.Box 23614 Tigard,Oregon 97223 Phone(503)684-3460 #CP-4464 REPORT OF IN-PLACE SOIL DENSITY TESTS April 25, 1989 Client CR-AK Corporation Projecr Village @ Sumnerlake II - Storni Line 12" Concrete Soil Description 3/4"-0 Karban Rock 121.9 Iles./cv. ft. Optimum Moisture 8.5 % Method of Test Nuclear 3411.-13 Max Dry Density P — n[to IN-/LACE DENSITY o•Tt or r[sT T E S T L O C A T I O N [�[v. �IrT �ol[rw[ Ils[.icu. rt.1 ' IT. it Civ rA(i10w i[f7 No t M T 4-25 1 'ramera Lane 12" Storm Line, North End PSG 8.5 126.2 116.3 95.4 4-25 2 Tamera Lane 12" Storm Line @ Stake #308 8.8 127.8 117.1 96.4 4-25 3 'camera Lane 12" Storm Line @ Center 7.7 129.6 120.4 98.7 4-25 4 'ramera Lane 12" Storm Line @ South End 1.1.0 1.29.7 116.9 95.9 A.mar6s CC: Quality Rock CAH LSON 1 EST ING INC CITY 0!= TIGARD RE(*—'EIPT OF P4YMENT REC Wi 0010-3457 CHECK' AMOUNT : qHe7. 08 N,,ME i DON PIORISSETTF BLDR�; CASH AMOUNT t .00 ADDRIE65% PO SCI 19'524 PAYMENT DATE a 04--1 4•-99 PORTLAND, OF.: 97.219 BLOGP�. NWADDRo VILLAUE/SUMMERLAP.E FIJPPOGE— OF PAYMENT Al-10UNT PAIO PURPOSE OF PAYMENT AMC41IJ47 1:'AID PUBLIC IMPROYEMENT PEPMTTS 8,888.6E4 STREET LIGHl'.TNI3 FEES 948. 40 rQTAf— AMOUNT PAID 9.887. 1313 I - ':D N 0 CV q CD z CD CD I NZ c cl V z .0 o J in WYY� Ln lie < � LnLDO N O 7 IT 0 ru Tru T ru 0 z J O P C� O ru V ti w C -8 U n Sr, �• J Q v ZCC Ln w _ ^' J m n ~ I O L W O cc � 2 , O � r Z' iu F o Y m rscc o W a°o x v e CITY OF TIGARD, OREGON DEVELOPMENT SERVICES DEPARTMENT PUBLIC IMPF.OVEMEINT FEE CIOMPUTATION SHEET 1 t Project Title: �1�I z j .w�w.e�1� �.k � Imprv. Type: Subd�vtsi Computed By: Date: 1. PROJECT PERMIT FEE (T.M.C. 18. 164. 150) : A. Improvement cost estimate, less sanif pry sewer. . . .s�L(p 3(p� ., (Adjusted Cost) B. 0.04 x $_I1(p3 X3:94,-M _ _ . . . . . . . . . . . . . . . . . . . .S ._.(e 33,4 (Adjusted Cost) 2. SANITARY SEWER MAIN, PLAN CHECK AND INSPECTION FEF_ (Ord. No. 85-02) : A. Contract surcharge applicable . . . . . yes, no. (agreement name) - B. Sewer Improvement cost e i*imate $ - 70,p� (sew(!r est. ) C. 0.04 x $_ -4-7 L--70 ,Up = 3 (sewer estimate) ( ee) [or] $100.00 min. , whichever is greater . . . . . . . . . 1 ,9040, $0 3. STREETLIGHT FEE (T.M.C. 18.164. 130 (x) 6 3 ,08.010) : A. P.G.E. Schedule No. _, Option No. " -; Type of Lamp 1� �F'.S. 4-- metrs'/Watts -100 'Type of Pole � _ z�� Haight ZS B. $ &-71 x IU = $ _ 37,J-O Mo. (monthly rate) (no. of lights) $_ .4.5 x -- 10 =` $- - -- `x,50 /mc.. (monthly rate) (no. of poles) - $ 37.10 4 4,50 - x 24 months - . .$ `1°115.4-0 (subtotal lights) (Subtotal poles) 4. TRAFFIC'-PEDESIRIAN SIGN FEE (T .M.C. 18. 164.030(u) : A. Ston. _ @ $__. _ $ (number) (each)- (subtotal) — B. St, Name $ 94- C. Combo: 0. No. Parking:_ (h i s c�aa F. IJv 0�'Ne� __—�--_ @ $- ... GAS,4(0 $ .__��.4(v Sign(s) Total. . . . . . .$ 4•49.4+ 5. GRAND TOTAL (FEF'S DUE) . . . . . . . . . . . . . . . . . . .$ _ . Rer,eipt No b01 b 45.�� ... Date Paid 4 - '4- -5'� Check L�� carh 0920P viawwaa u :w wkraw� rww earn. .. m.iu.> ww w.w .. a t PLEASE TAKE TNIR TO THE CASHIER FOR A RECEIPT NAME: --UJ SA kid CAA-AL . L DATE; ACCT. # —DESCRIPTION -� --� AMOUNT 10--22000 _ Refundable Performance Bond Deposit $ 10-13500 Sign Pzrmits HOP TU $ 10-43600 Public Sewer Plan Cher.k!Tns ection Fee 10-43600 Public Storm Plan Check/Inspection free $ 10-43600 /Public Improvement Fee $_ 6, )S3-3.44 10-43600 Street Opening Permit $ 10-4360Q _ Street and Traffic Markin _ 44 1-44200 Street Light Fee _ $ - qyg A-N 10--43700 Subdivision Applications: S _ MLP 10-43800 Zoning Applications: ZC CPA ZOA Pr) Misc SCE C11 SLPy $ 10-44000 Other Planning Fees: SDR Non refundable portion of Appeal Fees $ 10-22000 Retundable portion of Appeal Fees_ $� 10--45100 Document Sales: ---.___-- Engrg__ Planning___Rldq. $ 10-43000 —� Business Tax TOTAL 104r,P/0023P 6UBC'TVISION COMPLIANCE' AGREEMENT THIS AGREEMENT dated the _j'G- day of p 2 � 19 89 _ between the CITY OF ?IGARD, a municipality of State of Oregon, hereinafter- termed the "CITY, and OR--AK Corporation, Inc. 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 Village a_t. Summerlake Park No. 2, in Section 33, Township 1 South, Range_1 West, 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 drain, structure and related work, and Unified Sewerage agency Standards and Specifications, for sanitary sewer construction, prepared by professional engineers, for subdivision public improvement development-; and WHEREAS, the public improvements to be constructed in Petitioner's development are incomplete, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that public improvements will be installed as required and completed within the time hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS 14EREBY AGREED AS FOLLOWS: (1 ) Pe:,tioner shall proceed with development., w,th the intent and purpose to complete all public improvements except sidewalks and street trees of said subdivision not later than two (2) years from the date of this agreement, and Petitioner agrees to comply with all subdivision 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 provisions specified thereinregard this improvement by the Council and Planning Commission of the City of Tigard, Oregon, or as may be specified by the Community Development Department and to use only such material and to follow such designs as may be required by or approved by said Department. Petitioner shall provide certification of installation conformance and one as-built mylar, both stamped by a registered civil engineer, to the City prior to City inspection of petitioners improvement work for City conditional and final acceptance consideration. (2) If tFe Petitioner desire,. to proceed to record the development plat prior to completion of installation of all required public improvements, Petitioner agrees to tender to the City a surely bond in form approved by the City in the amount of $ 211,006.00_,_ (or in an amount equal to the value of all incomplete public improvement. work plus the one year guarantee amount) . THE PLAT SJJAI L NOT BE RECORDED UN1 1L ALL PUBLIC IMPROVEMENT; ARF COMPI_tAT OR ARC ASSURED. of/2990P (3) In the event that Petitioner shall fail., negl.._.t 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 arid charge the costs hereof against Petitioner and Petitioner's Sureties an(, in the event same be not 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 and agree to pay, in addition to the amounts accruing and allowable, such sum as the court shall adjudge reasonable as attorney' s fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner and/or Petitioner's Sureties specific performance of the contract and compliance with the subdivision standa,"ds 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 and Appellate Court, if any. (4) Petitioner, concurrent with the execution hereof, Shall deposit with the City an amount estimated to equal pole and luminar maintenance fees, .or streetlighting 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 enorgizing of said lights . Said amount being $998.40 (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.* (6) The City agree: to install street identification arid traffic signs within said subdivision, in consideration of payment in the amount of $448 .44 (7) At such time as all public improvements except sidewalks and 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 conditions' acceptance inspection and, then, upon notification by the Department of Community Development that the requiremer►Ls of the City have been met, the Petitioner will submit to the City a good and sufficient guarantee bond if not already provided with the performance bond, for-in approved by the City to provide fr.ir 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 i.mprove.ments by the City. (8) Upon receipt of cer-tificatiun from the Department of Community Urvelopment that all requiromonts have been met, and a One Year Guarantee Bond, the City agrees to conditionally accept the public improvement subject to the requirementof completion of all work and correction of deficiencies and maintenance for a period of one year as hereinabove set forth. (9) That in addition to or- supplomei►tary of the requirements of the City's Subdivisi ►n Ordin.•nce and the provisions hereof, Petit:toner binds itself to conform to t`►e following roqu.irements, scheduling and limitations, *Project Fee $ 6 !i33.44 Sewer Fee $_1_r9n�'_ 2..... (a) None of the lots of Petitioner' s subdiv.i .._on 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 to conditional acceptance of the subdivision and to the gime 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 r•F any year, such plantings may be deferred until the next following 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 the date of this subdivision improvement contract. (c) After conditional City acceptance of the public improvements, the Petitioner agrees to placc. 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 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 plat(s) and plan(s) (e) Petitioner agrees to correct any dofoctive work ;and to perform any maintenance, upon notification by the City, arising during the guarantee period a5 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 readiness for final inspection and upon certification by the Department of Community Development that all requirements of the City have been met, the City agrees to accept said improvements for operation and maintenance responsibility, and release the Petitioner'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 t.:ith the execution of this agreement at or prior to the time this agreement is executed on behalf of the City. Petitioner further agrees to maintain said bond in full force and 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 aforesaid performance bond and the City shall be entitled to recourse thereto in the event of default on the part of the Petitioner- with respect to any requirement thereof. 3 IN W.ITNFSS WHf_RUOi , Petitioner acting by and thr,- jh its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement to be executed, and the City actino pursuant to resolution of its Council adopted at a meeting thereof duly acid regularly held on the 13__ _ day of _ October _ 1986 _1 has caused this agreement to be executed by the Director of the Community Developmont. Department. P11 I1-1IONER: OR-AK Corporat ion, Inc . B y: TI CITY OF TIGARD OREGON By City Engineer (Attach Notary !Ic-knowledgement hereto) Return signed copy to: _OR—AK Corporation, Inc. P.O. Box 2302 Lake Oswt o f . OR_ 97035 E!f/92040 4.. Do vo.In per Engineer Agreement City Enginoor 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 RE: --Villaqe at Summorlake Park No._ ?...._..__...__.._.. _ (Name of Project) Dear City Engineer: We heroby certify thatLeonard A. Rydell, P.E P.L.S. (NewbR_n9_, (Name of Engineer) has been retained by )EaAo i, Inc. (Portland ORI (Name of Dev4111-1per) 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. 2. If necessary, provide for the expertise of other engineers such as soils or structural. engineers and, also, 1vorsoo materials and systems testing. 3 . Prepare construction drawings in accordance with the City standards arid 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 Specifications, and keep accurate field notes in order to prepare "as-built" drawings, 6 . 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 aro complete in accord with the approved plans and specifications. 9. Obtain City approval prior to any subs tant ial deviation from the approved plans, 9. Resolve engineering and construction related problems as may arise, We agree to notify the City immediately if the above agreement is terminated or, if the Engineer for- any reason is unable to orform the abovp, duties. I)PI/V j opo-r Engine-or Date of/9204D LETTER Of' CCM1-[MENI (Performance Bond) We have received from lend i rig institution) a loan commitment in the amount of to finance construction of subdivision located in the City of Tigard, said subdivision being commonly known as Village.... at Summerlake Park- No. 2. 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. All such improvements are to be completed in conformity with City approved construction plans and the subdivision compliance agreemenv thereingard. We have agreed that disbursement of the $Z_11,99f -00- will be made in accord with the following schedule upon completion of each, or all , item(s); but riot including the hold-back described below. ITEM AMOUNT Street and appurtances 115,465.00 Sanitary Sewer and appurtances 47,670,00 Storm Gower and appurtances 0, 166.00 Water Line and appurtances 27,620.00 Underground Telephone & Electrical 12,005.00 We have entered into a "Subdivision Compliance Agreement" whereby we have agreed to install all improvements in accordance with the requirements of tho City of Tigard and wo 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 Tigard has provided certification acknowledging completion -,,f any or all work pursuant to the above itemized schedul- of improvements. Pursuant to the above schedule, 10% of the commitment funds (i .e' ' will be hold 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 ive for said one year period from the date of City tentative acceptance of the work, to assure continued freedom from defects, and maintenance, during the guarantee period. gage 2 Letter of Commitment Concurrent with the final release of these funds, establishment proccoedi rigs will be instituted. It is under-stood and approved by all parties of concern to this letter of commitment that the City of Tigard shall have first claim and priority to the sum of J,�11,006.00, loss disbursements approved by the City of Tigard, in the event of any defect(s)/or- failure(s) to correct such in the cons truc t.ion of the required ilq.. ovements . It is further understood and agreed that the aforsaid priority of claim is paramount to all. parties including the lending institution making the loan and that the lending institution hiis covenanted and agreed that the sum of 12 j1,006.00 less disburqpmerits appr,(.-)vt:?d by the City of Tigard shall be hold available to satisfy any aforementioned claim b-,- the. City notwillhstanding default on lean by borrowing party or termination of loan by lending ins-(.itution. DATE: Sincerely Yours, 012--AK Corporation, Inc . Approved and Accepted: BY BY: (Lending Institution) BY: (Attach notary information (Title) and signatures) authority) Address: Vf/9207D UNIFIED March 17, 1989 fr4SEWERAGE Date AGENCY File 150 N. FIRST AVENUE Project VILLAGE AT SUMMERLAKE PARK #2 HILLSBORO, OREGON 97123 (503) 648—8621 Subject To _ CITY OF TIGARD RECE1NEp P. 0. Box--23397 — MAN 2 U 1,989 13125 S.W. HALL BLVD. CMn�nueft�Gn•��,^w,� TIGARD, OR 97223 Item Copies Date Description 1 2 3-17-89 CONSTRUCTION PLANS as you requested Remarks -_ -_ U for your hformation for your approval ❑ for your review ❑ return requested ❑ - - -- From . DI'K WH"fMAN 81-419 1 C_, . OF TTGARD PLANNING COMMISSION FINAL ORDER 88-03 PC APPROVES AN APPLICATION FOR A SUBDIVISION, SENSITIVE LANDS PERMIT, AND PLANNED DEVELOPMENT (S 87-08/SL 87-09/PD 87-04) REQUESTED BY CITIZENS SAVINGS AND LOAN. The Tigard Planning Commission reviewed the above application at a public hearing on February 23, 1988. The Commission based its decision on the facts, findings and conclusions noted below. A. FACTS 1 . General Information CASE: Subdivision S 87-08 Planned Development PD 0-04 and Sensitive Lands SL 87-09 REQUEST: To divide a 44.35 acre parcel into 190 lots ranging between 5,500 and 9,500 square feet, and to fill a drainageway , COMPREHENSIVE PLAN DESIGNATION: Low Density Residential ZONING DESIGNATION: R-4.5 �PD)(Resident:.al, 4.5 units/acre, Planned Development) APPLICANT: OR-AK Corporation OWNER: Citizens Savings 6 Loan 13050 SW Forest Meadows Way 4500 SW Kruse Way St 370 Lake Oswego, CP 97034 Lake Oswego, OR 97034 LOCATIUN: South of Summer Lake Subdivision, East of Morning Hill and Winter Lake developments, and north of Bellwood Subdivision. Tax Map: 1S1 33DD Tax Lot 100, and Tax Map 1S1 33DC, Tax Lot 4200 2. Background Informatic:i The property was annexed into the City of Tigard in 1976. In March 1978, approval was grati+ed for a 383 lot development on a 100 acre parte) extending from Schoil.s Ferry Road to the southerr• boundary of the subject property (file /CPO 28-77) . Most of the northern portion of the development has been completed, however, the area south of Summer lake was never developed. In conjunction with Phase 1, a large portion of Summer Lake Park was developed including the lake, bike/pedestrian paths, one foot- bridge, and a play area on the south side of the lake. A second footbridge al, the east- end of the lake was noted as a condition of approval fur• 7CPD 28•-77 but it was not installed. I [NAI. t)RDF.k - 88--03 PC -- C11 1 LLNS SAVINGS 6 1.0m (OR.-AK CORP. ) S 87-08 PAGF 1 3. Vicinity Into; ....Ation Summer Lake Pa k lies north of the subject property and Mary Woodward School, and two undeveloped properties are immediately east- and are zoned R-4.5 (Residential, 4.5 units/acre) . Bellwood Subdivision, which is also zoned R-4.5, is directly south and Winter Lake/Brittany Square developments are immediately west, and are zoned R-12. (Residential, 12 units/acre) . Winter Lake Drive, Falcon Rise Drive and 128Lh Avenue terminate at the property boundaries. Also, a 40-foot wide strip parcel of unknown ownership abuts the western bc,-indary of the subject property. Originally, this strip was intended to include 130th Avenue, but it was never dedicated. 4. Site Information and Propasal_Description The property is presently undeveloped and it slopes gradually downhill t-nward3 Summer Lake. A drainage way runs through t:he property from Bellwi,od Subdivision to the IeNo. Grass and brush cover the entire property, with the exception of several fir trees on the perimeter of the proper..y and near the drai.nageway. The developer is proposing a 190 lot subdivision in 5 phases, beginning at the north end of the proper-Ly with the later phases proceeding south. 128th Avenue will be. extended to the north, and Falcon Rise Drive and Winter Lake Drive shall be extended to the east and will i-itersect with 128th Avenue. Winter Lake Drive will also extend east to the eastern property line and terminate abutting two vacant parcels that are north of the school property. The City recently adopted a corceptual plan for Summer Lake Park which included the acquisition of approximately seven acres on the south side of the Lake. The applicant submitted a preliminary plat in November- that: was not consistent with this plan. Since that time, the developer has discussed the park issue with City staff and the Park Board. The preliminary plat which is the -Rubject- of this hearing reflects the general consensus reach by the three parties. An area of approximately 4 acres is shown between the north boundary of the development and the shore of Summer Lake. Three points of pedestrian access are proposed to the park land. A portion of this area will be dedicated and the remainder will be purchased by the City. 5. Agency and NPO Comments The Building Inspection Division and P.G.F . have no objection to the proposal . Washington County Fire District No. 1 notes that plans for fire hydrant location must: be approved by the District prior to recur•ding the final plat. 11NA1 ORDER - 00 03 PC - CI:TIzf:N:' SAVINGS & tOAN (OR AK CORP. ) S 87. 00 - PAGI I KUKIL I The Tigard Waver i .;trice is concerned about the ,,....,ober of cul--de—sacs in relation to the Districts' s desire to have looped systems. The District requests that line connections be provided between Summer Lake Place and Winterlake Drive as well as the three southern cul--de—sacs. The Park Board recommends the following: a. Lots 1 and 2 should be omitted or relocated. b. Parking should be provided at the end of Summer Lake Drive. C. A pedestrian path should be provided between Summer Lake Place and Winterlake Drive to improve pedestrian access to the Park. d. The originally proposed footbridge at the east end of Summer Lake should be constructed in conjunction with this development. NPO a 7 has the following comments : ' a. Street names should be revised to avoid confusion between similar names. b. The City should er-sure that the storm drainage facilities are properly desigrnad. C. Lot 2 should be monied to avoid problems created by traffic on 128th Avenue he%xding directly toward this lot. d. Stop signs are recommended for westbound traffic on Winterlake Drive and Falcon Rise Rise Drive at 128th Avenue. The Engineering Division has the following comments : a. The applicant proposes to subdivide 44.35 acres inco 190 lots and tc fill a drainage way as shown on the submitted plan sheets 1 through 4, dated 9-1-87. The plan sheets show the proposed street network, existing topography, preliminary storm sewer, sanitary and water improvements . b. The proposed subdivision street network will have access from 128th Avenue to the south, Falcon Rise Drive to the west- and Winterlake Drive to the northwest. Winterlake Drive is also stubbed to the east for future development. All three of these existing streets are designated as manor collector streets. Falcon Rise Drive and 128th Avenue have pavement widths of 34 feet within a 50 foot right—of—way . Winterlake Drive has a 40 foot pavement width within a 60 foot right—of--way . C . SW 130th Avenue near Scholls Ferry Road, SW 17.8th Avenue south of the subject site, and Falcon Rise Drive west of Lhe subject site are all designated as minor collector streets on the City' s Comprehensive Plan Transportation Map. The TransporLati.on Map calls fo- "a connection between Scholls Ferry Road and 178th Avenue and Falcon Rise Drive." .- It appears than the map intends that the connection be to a minor collector standard with connections to the existing minor collector streets. I INAI ORFIFR -- 88 03 PC: Cl 1I 11 N: SAVINGS & LOAN (OP Ak CORP. ) S 8l-08 - PAGI 3 Existing Winterlake Drive to the northwest of the subject site has been constructed to minor collector standards and was intended to serve as part of the connection to Scholls Ferry Road via SW 130th Avenue. These existing minor collector streets (Winterlake, Falcon Rise, and 128th) are all developed with single--family residential units having direct: driveway access to the collector street. These streets are intendod to provide access from the residential neighborhood to the adjoining collector and arterial streets system. These streets also provide access to Summerlake Park, proposed for development as a community park in the City's Parks Plan. Through traffic should be discouraged on these streets, Through traffic can more appropriately be accommodated on 135th Avenue/Murray Blvd. , 121st Avenue, Walnut Street, and Scholls Ferry Road. The proposed street layout appears to satisfy the requirement for minor collector street connections in the neighborhood while discouraging through traffic. The proposed street system provides good access to Summerlake Park . d. The proposed development will increase traffic volumes on adjoining streets. However, the traffic patterns are consistent with the Comprehensive Plan Transportation Map. By discouraging through traffic, the proposed street layout attompts to minimize the traffic impacts on the existing adjoining street system. The proposed subdivision has a development density less than that allowed by the existing zoning for- the property . e. Existing Falcon Rise Drive and 128th Avenue have pavement and right-of-way widt`is to local street standards rather than minor collector standards . It appears appropriate to retain the existing widths on these two streets where they are extended into the proposed subdivision, since the streets are not intended to carry through traffic . The pavement structural section should, however, be to the usual minor collector standards . In the future, these narrower-than-standard streets could become a problem if extensive on-street parking occurs in the neighQorhood. If so, the problem could be resolved by prohibiting parking on one side of the street. f. Existing Winterlake Drive is constructed to minor collector standards . The minor collector standards should be retained on Winterlake west. of 128th Avenue. To the east of 128th Avenue, Winterlake will become a local stroot. The minor collector width on Winterlake is sufficient to allow two- way traffic even if cart• are parked along both sides of the street, as may happen occassionally, during special events at Summer-lake Park . 1-1NA1. ORDER - 88-03 PC - CITIZENS SAVINGS 6 LOAN (OR -AK CORP. ) S 87-08 - PAGE 4 i I I g. The remaini..j street network, other than ,.pie minor collectors listed above, shall be designated as local streets, requiring a 50 foot right--of--way and a 34 foot pavement width. h. All the proposed streets shall be constructed to current City of Tigard standards including curbs, sidewalks, streetlights and utilities. The curb returns at local street intersections should be 25 foot radius and minor collector to minor collector intersections shall be 30 foot radius. i . Tho site currently has a pedestrian path and playground structure adj.+cent to the lake. The submittal plans show proposed access ways connecting the existing path to the street. loese proposed access ways shall be paved to an 8 foot width and the existing path improved to current standards. I j . The existing drainage swale is proposed to be filled in conjunction with earthwork activities on the site. Since the fill will be located under the streets and potential homesites, an engineered fill will be required, including a soils analysis, compaction of successive lifts of fill and inspection/resting observations and reports. I k. The proposed preliminary storm drainage system conceptually appears to be satisfactory. Additional catch basins, realignment I of some pipelines along property lines, and relocating structures on private property will be necessary for the final plans. Also the drainage of roofs has not been addressed on this plan. Any pipeline on private property will be required to be within a 15 foot wide public easement. 'The drainage from the existing Winterlake Drive and Falcon Rise Drive has also riot been addressed . 1 . The proposed preliminary sari itary sewer system utilizes an existing main line. The existing line required realignment in the south end of the site but will remain in place at all other locations . A 15 foot wide area, centered over the pipe is required for maintenance. If this area overlaps onto private property a public easement will be required. M. The proposed street system north of Winterlake Drive may be slightly adjusted pending the negotiations of the park area adjacent to the lake. n. The proposed plat does not show an existing 40 foot wide area along the west property line which is designated as 130th Avenue on the current assessor' s map. This area is intended to bo acquired by the applicant but has riot boon formally completed at � this time. A sketch was submitted with the application showing an alternate plat configuration, shifting the pr:.,•aosod 130Lh Avenue to the east 40 feet. This alternate is acc,�pLably if the vacation has reit of rurrod prior to the construction of this phase of the subdivision. I I IMnI ORM k A,^, '03 N, - CT1.17FNS SAVINGS & 1.OAIV (OR- OK MR ), ) S 87 08 - fAGF •t 4 VILLAGE A r SUMMiER LAKE PARK 2 NO,, Located In a Portion of Lots 10, 11 and 12 and S. W. 130th Avenue ASH VALLEY TRACT West Half of the Southeast Quarter, and the East Half of the Southwest Quarter, Southeast Quarter, Section 33 Township 1 South, Range 1 West of the Willamette Meridian City of Tigard, Washington County , Oregon 19 May 1989 DEDICATION : CITY OF TIGARD' APPROVALS : WASHINGTON COUNTY APPROVALS : KNOW ALL MEN BY THESE PRESENTS that Don Morissette Builders , Approved this day of 1989 . Approved this day of ____.,.,_ 1989 . Inc . , a corporation duly incorporated and existing under the PUBLIC WORRT"DIRECTOR Washington County Department of Health and Human Services . laws of the State of Oregon , Don Morissette , President , being Cir/ 6.1 the owner of the land described in the Surveyor ' s Certificate hereon made , do hereby make , establish and declare that the annexed map of "Village at Summer Lake Park No . 2 " is a true By By and correct map and plat thereof , all lots being of the dimensions shown and all streets of the widths shown thereon ; and said corporation does hereby dedicate and donate to the use Approved this day of � 1989 . Approved this day of 19890 of the public forever all streets hown o: said -PL R Washington County Surveyor pl at . r C..-J 4E(.O /v P>Ii�'.E A M 7Z 'A 11 r IN WITNESS WHEREOF, I have set my hand : t � � • By By eozk- owt kt, �� Approved this da of .._��..,_ 1989 . a PP Y Don Morissette , Presidents Director of Assessment and Taxation Don Morissette Builders, Inc. j (Washington County Assessor ) By Approved this day of 1989 . Washington County Board of Commissioners ACKNOWLEDGEMENT : WASHINGTON COUNTY CERTIFICATION: State of Oregon ) STATE OF OREGON ) ss ) ss County of L4J45 S Ali o ) Washington County ) Attest this day of ,_ 1989 . Director of Assessment and Taxation I do hereby .:ertify that I have compared the within plat with Ex-Cff;cio County Clerk On this day personally appeared before me Doig Morissette, who the original thereof , that the same is a full , true , and being duly sworn, did say that he is the authorized signator of correct transcript therefrom and the whole thereof , as the same Don Morissette Builders , I.nc . , and that the instrument was appears of record in Plat Book _.. f Page BY signed in behalf of Don Morissette Buiders , Inc . by authority thereof. Deputy of its Board of Directors, and Don Morissette acknowledged the instrument to be his voluntary act and deed . Director of Assebsment. and Taxation STATE; OF OREGON ) 5 Ex-Of f icio Count~ Clerk ) ss IN WITNESS WHEREOF I have set my hand and seal this day County of Washington ) of 1989 . By I do hereby certify that the attached plat was received for record on the day of , 1989 at -- ---- -- -- ----�- _ o ' clock — M. and recorded on Page _ _ in // Book of Records of Plats of said County. ........... ..........( ..............._........ GORDON 1•40BBS Director of Assessment and Taxation NOTARY PUBLIC --- OREGON Ex-Officio County Clerk My Commission kxpK01 Aub;. 24 1909 1 BY --- I hereby certify that this P E G t S T E �t E D tracing is an exact copy of the Pp� OFESSIONAL Loriginal plat of "Village LAND SURVEYOR at Summer Lake Park No . 2 % OREGON �.l � �c( ftlet.-i I B SEPT. 30. 1977 LEQNARD A. RYDELL Leonard A. Ry ell , P. L. S . 1437 Sheet of 3 VILr,AGE SUMMERLAKE PK #2 OF 14 5 t W- 11111r � rJt til I � r r)1 tit ter � � e t t t t I t I t t oil if i I t tit pie � It ttl 111 i �r tit itl � I I I I i ill I I > I 1 1 1 I I I � � I � IIII I IIII I I I I I I 2 3 4 5 6 7 9 10 it 12 ,,- NOTE . IF THIS MICROFILMED + DRAW I Nr� I LESS CLEAR THAN THIS NOT I�-'TT IS VAL. TV QUAt I T Y OF THE ORIGINAL JW . WOO/ ,..DRAWING _ _ _ _. - - ---- ------- --- ---- ------ -- ---- { OE 6Z 9Z LZ �2 SZ tiZ �Z . ZZ �� Ot 61 91 L I 91 S I tr l E I Z I I I 01 6 ® L 9i S tr E Z I ""A'"' .{. F ,a -: . ._... .. ., ... __. I 1 , d tl + M tt�lrulh►+tl►�t t rpt I�i�l�d+ � . 111111 tlltttlltt+1lrurlj�►�lu ... -''' . ' �►111l1tt1111t1111111111 IIII�HtI N11111 Il�tllttt1�111 iflt�kM�E1M�11. t• T T T T V-- -- 34 34 22 2 - 0000, LU 0 - CX DR VE 40 Ao -S.W.- -_ - o L�#URArIQNT =- n _ 35 ! �, _ __ _ � .`�� =11 P ,�,l,l�1,i a v s 1 / r 21 / / I I I �- - p �, / , c� o { o W d U 20 Fill Back of Lots co 17 I 16 15 within 2 ' of Property I I 14 \ 13 -�•_, _ PROJECT - - Line (This Area) I I .0■..■,./ ■■. TI jxisting\ Toe of Bank i - „ M '� _-. ` � � - - Z02 61 1°�7R3 1196 194. 9 _' 1Z _- L ' 'TC (HD) 'I• � , r r t s. f--- 6 ' Utility - - - - \ P�-' \ __ S4 3 12.- W ' � j' d Easement f or Ileo _ (t 1z �3 - IFC 4 A 1 �, J Q D y - Electrical Power. Existing .. _ , - ... I znh`' rs 1 1 1 Top Of Ban �9I 1e6 f9�I ` -- -- x_ a _ a �'`J� yJ + ---- - / z� o� 19942 197.69 19514 193.Oo 1 C'4 4 i\ I U r, _ roR.3Z _ 5 p 4 g 4 8 4 7 196.zn 4 6 4 5 444 4 3 I L-______ �y , --O 5 1 \ I 1 188.41 R��` ! 1 r lOZ.O(p t I 8 ' Utility I �J Easement _ ___ _ _ I ? R•'2d - 1 I I _ I IH �a �. 103.89 IKc)c51 I�' ?01.41 Z - 199.�i4 1 9®.Z9 196 loC- - ♦1 %"'5Z 4H + - / ZOI.ciO - I 1' - - I I LJ 1 -1P_d- Hi - I • ZCT 4ie\ poli !.i. TG= TC,= - •LTG= G ■ 9 / TC - _T°�ZAZ TC 1 �G- gl.. 3� TC_ Y 1 ti TC = 1 -- 19G. 5z 195.25 G 193 14 197 i cA' 192 CMZ -T - 5 2 �O GOO.OI 1?��J C 1 19'T fab ■r�■ `r■ y �h 1e -- 915 Q 1 _ S 130TH- --�+i7n--- - -_ - -�:�_. ---- .TC= 18.63 TC' 191. TC Ce �jG 1946n �== -� - l Z.�'"' 1_�Ce VE/VIJE_ I T�= ..--_--- -- --- _ 195.39 :I I� 21 VICINITY MAP r'til Zc;Z C 19a�a 1t9 iz 156.t+ 19 75 _ :1 . - _ 1gl.g 1) Scale: 1' 2000' 199.10 zol z� ` ,-G_ -- - _� -�`-_ 13 Utility, - TC- 1�+?fig TO I�z. 19 y9Z.IL ,�_ - �. �. = s TC= C; 19B$� 1 � � 192� � Ig14g1L 190.BG 1%0.09 w Easement., Iia �9 - \ �ga13 Tc- ICOMPACTEQ Z3�- zoo Il> 1t9 ZIS •I FILL AREA I ' 188.9a - -- 66 58 013 fig,UJI6 5 / 1��,I I / V TB5+ , , �I.6 Q0 + 1�71 jcc I 7 �I 191 4 4 E% 14 56 e 198.2°� (COMPACTED ` Place Excess ass It I 1 ♦� Jr4 ` J55 f / 59 �I ( FILL AREA,' ; Materials Along ! w 1 + ,a1 hl �+.. 64 ✓ Back of Lots. I :t ; a � 1Finish Top of BaUj I Q '� to be Pr ope r.ty i�i e r 1 U f . - - Tc= ' TC- (D 19z. 5 ' 1 Q. iV5 04 _ - 186.�� 19410 �'�_; - _ PRIVATE STORM LINE - --_ - - �,/ 67 �.+ �.. .. ..... . W iso 7,3 /COMPACTED 1--�-- - 11��.�� (T 5 l \ C �.., I 1 -- -- L / ;I LU FILL ARES- 1 81 Utility �•�•.. , o. -.�■1■.- -■...-...I--i.''.. ., --" '�' 193.IG 6 0, ;1 q Y I �1�' ! Easement - --- 6 �--- 68 I _"---`i 10 ' U t i 1 Easement _ - ---1 a?,3 _ i 1 � • �1II -I � �e" -- - •� 186��, _ 3inagel ,so.l3 :1 8�,1:- I i> a.ol I (Includin - __ ----------- �+./ I • , I /% CC 166 Zl 184•G*5 DC �IEL� OpMEN / . I I 62 I 4 - - (D 69 . - Iffi2 -- ewbh ( f^ r Iso 4f3 �_ r;; f ,86 ae I n �_ _ � f� I �� ---� t � j-- I I `�_ = 1 I T b 7 182.S1 T C + i gn o3 �• -- 14 1.100, 1 \ �Ih 1 �_` _11 I /1-�•. _. �� _ = 1 B 4i.f1'J � T �I�c}.�l j'i -r -�• �'�1`169 - - ---._ �` d �a !"'■ uI 128TH O � --r, Excess Fill Area 1�;, k - _ - - - - - -- -- -- - -- --- Strip and Compacts I l'''am Excess Fill Area - - - 'I 17 .�s �. ie 7O - -, - W i ----- - f Strip and Comp I 1 1� Kf -- -- o zz, 95% T-9 9 _��,/1- + -� o -_ �- to 95% T-99 Cir yR4_ y t-14,118 Q •- __ j V . �_� o ------- - - - - - AVENnailUE -0 00 N � ,Gy( Q1" 180 \ \ N v q 8E !�"J4�b m AewW T,Pi9NSY2t 'SEZ'y jr �n Cr0 1 {(/.�f�.�'1t1' 1%�L".-/Q�.LQid ��'��'�3�i►'�_/�E'.S _.-_7 .�/�/S✓�T'CiC'/�•4��''`� t7 �T p r LD R3 so i R 4 3S-k '� \ 0 o Ln W /,'V D \. of 0 " ov= WX 7- �'G71►.SG��. �.�_ �e 0 c � W.U. No. 6834 Design Drawn�� ss. GRA DING NOTES' Date _a �r/r.A�/ g,,q��3 •STA � 1 . Contours are from City of Tigard Topographic Maps that Sheet were revised based on field data. 2 . All areas with over 1 .0 feet of fill in future building sites shall be s-ripped and compacted to 95% of AASI-10 (,� O f i I' T-99 'fest method. d along rear lot C L�u ��s 3 . Topsoil strippings to general y be place g REVISIONS lines. ��S�ES No Description / Date By I 4 , Excess fill materials to be placed along S. W. 128th. rv' 1 CITY REVEIW 2/10/89 5 . All lots to have positive drainage to weep holes in curbs. 1 ...• 1' 6 . Soils compaction test reports for all compacted fills to be pro.tided to the Engineer and the City of Tigard. � Exisr, VILLAC E 0 ;"1MMEP1 Al'E :. ,� � PRINTEDAPR 17 198qI PI ......... . - + .. 1 -. I�, � i � 10 1 �1�11' Ilf ' ` 1 1 1 fir I 1111111�1111!11 1 1111111 I 1111111 I IIIIIIII1111111`1111�11I111IIIII1111111I1111�It. I I 12 • " ( 1 NOTE: IF THIS MICROFILME!1 ' DRAWING IS LESS CLEAR THAN THIS NOT ICA;- 17 is DUE TO _ _ C QUALITY OF THE ORIGINAL ��•++EE OE 6Z A? l.i 3Z Sz 1rZ EZ ZZ IZ OZ 6t QI LI 91 51 bl EI >�1 11 016 ... .'00rwM. II I I I Itullnulnnl+nil!IIIIIUII> 1111�II11li111�lUlIIIII�I11111U1�I1U11111 ,--�'- ItIIIUIIIIIIII11111111111111111111111111111tI11111111I1111111i1�1111111�1�111111;1111IIIIIIIIIII1111111IIIItI11111111111111I1I1t!IUII!11!!illllltillllllllllllllllllllll1f11I111111111f1it�nnluttlntf�� JULY 19 B. FINDINGS AND CONCLUSIONS the relevant criteria in this case aro, Tigard Comprehensive Plan Policies 2. 1 . 1, 3.2. 1, 3.5.3, 3.5.4, 3 .6.2, 7.3 .1, 7.4.4, 8. 1. 1, and 8. 1 .3, and Community Development Code chapters 18.50, 18.80, 18.84, 18.92, 18. 1.60, and 18. 164. Since_ the Tigard Comprehensive Plan has been _,cknowledged, the Statewide Planning Goals and Guidelines no lunger rimed to be addressed. The Planning Commission concludes the proposal complies with c.r will coiTply with, the relevant plan policies and Code criteria based upon tho findings noted below: I . Policy 2 . 1 . 1 is satisfied bar_ause the neighborhood planning organization and the surrounding property owners were given notice of the hearing and they had an opportunity to comment on the applicant' s proposal. 7 . Policy 3 .2. 1 is satisfied becaUsr no land form alteration within L;-ore 100-year flood plan is anticipated and, therefore, no negative impacts will occur. Policy 3 .5.3 calls for the designal-ion of the 100-year flood plain as Greenway. The area within the flood plain shall be dedicated as a condition of this development and the City and the property owner, are intending to negotiate Che purchase of the additional property shown for a park in this proposal . Since Phase I will include the park area, it is essential Lhat the park dedication/purchase be finalized prior to recording the final plat for Lhis phase. The outcome of the negotiations between the applicant and the City may require minor modifications to the plan presp.nted by Lhe applicant. Because a conceptual agreement- has been reached, with the exception of Lots 1 and 2, no significant changes are anticipaLod regarding the street alignment or number and size of lots north of Winterlake Drive. Of the 4 4/- acre area Lo be added Lr Lhe park, the Ci Ly will consider the following as a minimum amo of land to be dedicated rather than purchased. a. Areas within the 100 year flood plain. b. Regardless of the park size or configo-ation, a 15 foot wide right-of-way would be required with all bike/pedesLrian paths. This is particularly Lrue because adequate space is generally not availrabIit within the Floud plain area on the south side of the lake for the paths . C . the parking area requester: by the Park Board would be part of L-he Summ:,:r La!,e Drive street right-of--way and r. +intained by the City. I iNAL ORDI R - 88--03 PC - CITIZENS SAVINGS 6 LOAN (OR--AK CORP. ) S 8/ -08 PO GI 6 s A 4. Policy 3.5.4 equires adequate per_4astrian a.--,:;s and circulation. This policy will be satisfied if fou,- modifications are made: a. The existing paths 3hould be repaired as necessary and wi3ened to 8 feet to comply with City standards for two-way bice/pedestrian paths. Theca paths also should be extended to Winterlake Drive in the vi :inity of lot 3, to the Summer Lake Drive cul--de--sac, and from the dam to the Summer Lake Place cul-de-sac. b. An 8 foot wide pedestrian path and 15 foot wide easement should be provided between the Summer Lake Place cul-de-sac and Winterlake Drive. C. A similar path and easement should also be established betwean lots 56 and 57 to Mary Woodward School. Although this development is not within the Tigard School District, it does function as o neighborhood facility for the purpose of recreation. Also, district boundaries are subject to change and staff recommends that a pedestrian access be preserved. Prior to implementing thi: condition the Tigard School District must approve the creation of this path. d, As noted above, the original approval for this development contained a condition requiring the construction of a second pedestrian bridge at the east end of the lake. This bridge represents an important link to allow for full pedestrian use of the park and greenway areas and should be provided along with the other, path improvements . 5. Policy 3.6.2 will be satisfied because the City Council and Park Board shall work with the property owner to determine the exact boundary of the new park . 6. Policies 7. 1 .2, 7.3 . 1, and 7.4.4 can be satisfied because adequate water, sewer and storm drainage facilities will be required to serve the development prior to the approval of the final plat. The applicant indicates that these facilities will be provided within the subdivi3ion as required by City standards. The applicant must have the design of the water system approved by Tigard Water District prior to recording a final plAt. 7. Policy 8. 1 . 1 calls for the provision of a safe and efficient street system which accommodates present and future needs. The Comprehensive Plan F.dopted in 1983 acknowledged the fact that 130th Avenue, as originally platted would n,.t be an advisable route to use. The Winterlake Drive/128th Avenue combination shown here is consistent with the Plan. A 50 foot right-of-way for 128th Avenue is considered appropriate oocause the existing section from the south propor•Ly boundary to Walnut Street utilizes a 50 foot right-of-way. Appropriate t -affic signing will, be determined by the Engineering staff dur•in.j review ,)f detailed construction plans and insL-allod as devolupmonL occurs. I iNAI ORDER -- 88-03 PC: - CITIZENS SAVING`.: & LOAN (OF?--nK CORP. ) ; 87- 08 - PAGE I e . Policy 8. 1 .3 . ,.11 be satisfied when the c,--itions of approval relating to street improvements are c.nmpleted. The appropriate street sections will be completed with Pach phase. 9. Chapter 18.50 is satisfied because the proposal meets the applicable Code requirements of 'the R-4.5 zone. 10. Chapter 18.80 and Chapter 18. 160 of the Code are satisfied because the proposal meets the requirements set- for the submission and approval of a preliminary plat and detailed plan. The proposed phasing plan meets Code requirements because public improvements will be appropriately provided with each phase. The plan and individual phases assume that the 40 foot wide 130th Avenue parcel will. be acquired and incorporated into the development. A contingency plan has been submitted by the applicant illustrating the necessary plan amendments to be made if this land acquisition does riot occur. The street alignment in Phase V i ii l l be arhended slightly and two lots will be delated. 11 . Chapter 18.84 is satisfied because the regrading and filling of the drainage way has taken into account the anticipated storm water runoff proceeding north toward Summer Lake, It has bern determined that no adverse effects will be felt on adjoining properties or within the subdivision itself. The criteria in Section 18 .84.040(c) will be met. 12, Chapter 18.92 is satisfied because the proposed density is consistent with Code requirements. A maximum of 205 units are permitted on this site and 190 units are proposed. 13 . Chapter 18. 164 will be satisfied during the approval process for the final plat. C DECISION Based upon the above findings, the Planning Commis!ion approves S 87 -08/SL 87-09 and detailed plan approval of PI) 87-04 subject to the following conditions: I . Except for street access, none of the area included in the 40 foot wide 130Lh Avenue parcel (Tax lot 1S1 33DC, 4200) shall be within any final plat until it has been legally acquired by the applicant. Street access across this parcel to Winterlake Drive and Falcon Rise Drive shall be approved by the City prior to recording Phase I and Phase V respectively. (Contact Randy Clarno) 7. logs 1 and 7 shall be omitted or• moved to another location south of Winterlako Drive. (Contact Keith Lidon) F 1 NAI ORDER -- 09-03 PC - C11171.N8 SAVINGS & LOAN (-)R- AK CORP, ) S 87- 00 - PAM 8 .� 3 . The followi..; pedestrian facilities shal be constructed in conjunction with the development. Public improvement plans shall be submitted as described in Conditions 13 and 14. All items below shall be approved and constructed or guaranteed prior to recording the final plat for the corr4sponding phase. All paths shall be improved with an 8 foot wide asphaltic concrete surface. (Contact Gary Alfson) a. Existing paths on the south side of the lake shall be widened to an 8 foot wide asphaltic concrete surface. b. The western path shall be extended to Winter lake Drive in the vicinity of lot 3 with the location to be approved by the Engineering Divisieri. C. The path that ends at the existing play area shall be extended to the Summer Lake Drive cul-de-sac. ` d. The path near the dam will be extended south throvji the access strip to the Summer Lake Place cul-de-sac. e. A foot bridge, with the same width as the existing bridge: shall be provided across the east end of the lake. f. An 8 foot wide path within a 15 foot wide easement shall be provided between the Summer Lake Place cul-de-sac and Winterlake Drive and between lots 56 and 57 connecting Falcon Rise with Mary Woodward School. Tigard School District approval shall be necessary for the second path to be required. 4. Phase I shall riot receive final plat approval until the boundaries of the park area to be dedicated and/or purchased has been determined and agreed to by the City and the applicant. (Contact Keith L-iden) At a minimum, the following items shall be dedicated: a. Area within the 100 year flood plain. b. 15 foot wide right-of-way for, all pathways. C. Right-of-way necessary to accommodate the parking area at the end of Summer Lake Drive. (Contact Jon Feigon 639-4171) . 5. Par!,irig spaces shall be provided at the Summer Laka Drive cul--de -sac between lots 9 and 10. The number and design shall be approved by the Engineering Division. Adequate 'uffering shall be provided between the parking area and adjacent lots . (Contact Gary Alfson) I INA[ ORDER - 88- 03 PC CIT]7FNS SAVINGS l OAN (OR AK Co RP. 87-08 - PAGE. 9 12. The applican, .gall provide connection of a lot to the public" sanitary sewerage system. A connection permit is re,aired to connect to the existing public sanitary sewer system. [Staff Contact: John Hagman] 13 . Seven (7) 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 . Two sets shall he provided for a preliminary review at 95% plan completion. [Staff Contact: Gary Alfson] 14. Construction of proposed public improvements shall riot commence until after the Engineering section has approved public improvement plans. The section will require a 100% Performance Assurance, the payment of a permit fee and a sign installation/streetlight- fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. [Staff Contact: John Hagman] 15. After review and approval by the Director of Community Development and the City Engineer, the final plat shall be recorded with Washington County. [Staff Contact: John Hagman] 16. The Planning director may approve amendments to the final plat and detailed plan in accordance with the following criteria: a. All phases shall not exceed 190 lots. b. The street system design is not significantly altered . C. Amendments to the phasing plan, including the order in which phases are platted, will provide for the appropriate provision of land dodicat-ion and public improvements associated with each phase. d. The 130th Avenue parcel cannot be acquired and the applicant' s alternative plan must be implemented. 17. The first phase must; be approved for final plat within one year of the final approval date. All subsequent phases must be platted within five years of the final approval date. It is further ordered that the applicant be notified of the enLr•y of this order. PASSED: This ' day of February. 1988, by the Planning Commission of the C ty'_0T—Tigard. ! ' —�---+-a Milt Fyre,Fyre,��ice President Tigard Planriii!ig Commission (ht-/34740) FINAL ORDER 88--03 PC - CI11.7ENS SAVING', IOAN (OR-AK CORP. ) S 07 00 - PAGt 11 6 . S.W. 128th F.. iue, Winterlake Drive from 124. Avenue west to the existing street, and Falun Rise Drive from 128Lh Avenue west to the existing street shall be constructed to minor collector standards, except that Falcon Rise Drive and 128th Avenue shall be allowed to be reduced in width to a 50 foot right-of-way and 34 foot pavement width to match the existing pavement. Winterlake Drive shall be allowed to be tapered from 40 feet to a 34 foot pavement width east of 128th Avenue. [Staff Contact-: Gary Alfson] 7. The remaining streets shall be constructed to local street standards. [Staff Contact: Gary Alfson] 8. Street Centerline Monumentat'in shall be provided as follows: A. In accordance with ORS 92..060 subsection (2), the centerlines of all street and roadway rights-of-way 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 a 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- has been established by or for the City. (2) Canter of all cul-de-sacs. (3) Curve points. Point of intersection (P.I. ) when their position falls inside the limits of the pavement otherwise beginning and ending points (B.C. and E.C. ) . (4) All sanitary and storm locations shall be placed in positions that do not interfere with centerline monumentation. [Staff Contact.: Jon Feigion] 9. A grading plan shall be submitted showing existing and proposed contours . A soils report shall be provided detailing compaction requirements . [Staff Contact: Gary Alfson] 10. Sanitary and storm sewer details shall be provided as part of the Public Improvement plans . Calculations and a topographic map of the drainage basin and service area shall be provided as a supplement to the Public Improvement plans , Calculations shall be based on full development serviceability . The location and capacity of existing, proposed and future lines shall be addressed. [Staff Contact: Gary Alfson] 11 . The applicant shall provide for roof rain drainage to the public stormwaLer drainage system or a drywell to prevent runuff onto adjacent properties . [Staff Contact: Gory Alfson] FINAL ORDER 88-03 PC - C171"71 NS SAV i NGs 6 LOAN (OR nK CORP. ) S 87- 00 -- PAGE 10 Ld o 68 20r�sJ/2\ (_ <.9 Q a' �� FUSE ._TJ 8 S.W. WINTER DR. .� // 6 •� man law �Q-``p r�B\34 • m `0 O "'o��w��www�www Ja C14 10 pp rAJ 9)J/c� 6' �+� O t �� 3 36 42 ( > % \ �/ 11 12 r�J/932 Qa� 13 1q 66 67 68 69 43 nl jN 65 64 63 62 952 / 8 PUf ALONG ALL LOT Ma�%Z 0 Ce0' Z 1 �l29 !�� 1� cr � 44 g :a Ir ��(7 10 feBJ �'J !9 CPQ Y 0+0Q ' * \ 29 2' •12974 0+06 ��w�ww��w�www�w 2'(P) 1-1 9 9 P � cP) �re7) 14 45 � f S.W. TA�,4ERA LN. go \ EL 150+00 CLLJ gs) #1299 Q I I— ('88) 46 ' O 360' 6 r II II ii Vii LN. ib �g� 381 59 60 61 47 LU M 1 h / 4b!p �I 1^ 4 (D o i i COm a 17 ' o �I � 1 ., nW < 46 57 00 nm ;gym M m 38 2' h - 37 (C> ` (P) *13044 Q 5+20 56 41 40 39 lY C87) 18 49— ♦ — 0- _ 04 Lul �o IN .5.5 Z�) o(P> 19 I `� 5s N m v a \`'c 50� GNP 1•/41(P)'87 J Y ` \ I jj0�9 N�I a n 54 vi 14' 20 8' RUE, LONG Al_L FR NT LOT LINES. \ 51 52 53 PAR 24 23 22 $ 21 MUL F-8110(2.51VI 11632.688) NORTHWEST NATURAL GAS COMPANY ENGINEERING DEPARTMENT w ¢ 5 31Q W ° 5151 ° C) ac E � a ( ac E ' O V / I I 7 D Lo -- - — - - —y---► 130TH F_I TAM ERA WINTER DR. I UNDERGROUND PHONE `RESSURE RATING&XRAY ENGR.: DATE WATER 639-1554 TEST PRESSURE 100 PSIG SEWER 636-4171 TEST DURATION 1HR 20MIN POWER 643-5454 X 313 WELDS A X-RAYED 0 � PHONE 639-1002 DESIGN PRESSURE 60 PSIG OTHER 644-3188 M.A.O.P. 57 PSIG NORMAL OPER.PRESS. 30 PSIG INSTRUCTIONS. REPORT DP INSTALL MAIN ` 954' 2 w (P) INSTAR MAIN 564 ' 1 1/4 " (P) CITY OF TiGARD k+ ABANDON MAIN ABANDON MAIN TYPE COATINGS: TYPE COATINGS: PIPE PE 2306 PIPE JOINTS JOINTS: ___ FITTINGS: FITTINGS INSTALLED ANODES: INSTALL ANODES:N 0 INSTALLED SERVICE, INSTALL SERV.: DATE COMPLETED: CREW LEADER: O SCALE 1 1 n - 100 f t TAX CODE. W-51-65 AVAIL NO 2-4-89 MAIN W RK MEASURED PH__ DATE 02/25/89 ORDER. 4-1113 ll�bRAWSM DATE 03/03/89 - C CKED D DATE C' Cl SERVICE ( I WORK APPROVED I)-i DATE Z ` Q 'jORDER APPROVED � _ DATE RECEIVED ADDRESS SW 130TH AVE (VILLAGE @ SUM LK PK) JOB 335 MAR 91989 RFTWFFH SW WINTER DR g COUNTY CITY TIGARD comm"I -- PLATTEDPIAT_ TED �i�A�A1I 1� PLAT NO DA�SIGN TOWNSNIP I WALLMAP DATE I SIGN A-42-16� ISE33 IS iW � W-20-2 9 J N CITY OF TIIFARD 0k�-W 0c,r � . ) lvic , OREGON 1,C . ycx Z3v7_ March 2, 1989 Fttt,n Mr , (�c►-c�r�►� ��obk�� OR-AK Corporation, Inc. 1551 SW Park Ave. , Suite 1103 Portland, OR 97201. RE: Village at Summerl.ake Park No. 2 Dear Mr. Hobbs: Enclosed please find the Compliance Agreement, Engineering Agreement, and Performance Bond (forms) for said project. After signature by the principal(s) and nctary, please return all. documents for final processing. After City execution and acknowledgment, a copy will be transmitted to you, for your file, by the Citv Recorder. Scbsequently, 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 19,887.08; being the said agreement (therein stated) deposit/fee(s). Yours truly, John S. Hagman Engineering Tech. ef/9204D 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (5503)639-4171 — Jul /7/, CITYOF TIAIM February 23, 1989 OREGON Leonard A. Rydell 601 Pinehurst Dr. Newberg, OR 971.32 Re: Village at Summerlake Park No. 2. Dear Mr. Rydell, Attached please find one copy of a public improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subsequently, returned to this office. Also, please deliver two copies to U.S.A. 's office in Hillsboro. Sincerely, John S. Ha�'m n lEngineerirg Technician jlh/doc.3 XX PGE Company XX h',-)rt.hw(-•3t Natural Gas Co. 14655 SW Old Scholls Ferry Rd. :'20 NW Second Ave. Beaverton, OR 97005 "ortland, OR 97209 Attn: Jim Johnston Attn: Ron Polvi XX General Telephone Co. -XX—Tigard Water Dist. 1.2460 SW Main St 8841 SW Commercial St. Tigard, OR 97223 Tigard, OR 97223 Attn: Donna Donaldson Attn: Bob Santee Ed Wilmott Metzger Water District XX Washington Co. Fire Dist. 6501 SW Taylors Ferry Rd 20665 SW Blanton Portland, OR 97219 Aloha, OR 97007 Attn: Jesse Lowman Attn: Gene Hirchell W s T Tr 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 - _ o 4- Tualatin Fire Protection Dist. XX Willamette Cable 20665 SW Blanton 14200 SW Brigadoon Ct. Aloha, OR 97007 Beaverton, OR 97005 Attn: Gene Birchell Attn: K.J. Street _XX Tigard Post Office State Highway Division 12210 SW Main St. 2131 SW Scholls Ferry Rd. Tigard, OR 97223 Beaverton, OR 97005 Attn: Steve Kaufman Attn: Lee Gunderson USA Corps of Engineers Wash. Co. Land Use & Transp. State of Oregon Courthouse Division of Stat«lands 150 N. First Ave. 1600 State St. Hillsboro, OR 97124 Salem, OR 97310 Attn: Ron Aase Attn: Bill Parks USA Corps of Engineers Portland Distrio-,t Permit Evaluation Section 319 SW Pine Portland, OR 97204 Attn: Richard Johnson LEONARD A. RYDELL, P.E., P.L.S. Consultirg Civil Engineer - land Surveyor 10 February 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician Re : VILLAGE AT SUMMER LAKE PARK NO. 2 Dear Mr. Hagman: Thank you for you; prompt review of the construction plans for the " Street , Water , Sanitary Sewer and Storm Drainage Improvements" to the proposed 28 lot subdivision VILLAGE AT SUMMER PARK PARK NO. 2 in the City of Tigard, Washington County, Oregon . As we discussed over the telephone, I have addressed your concerns as follows: 1 . Gutter Flow - As required, maximum gutter depth allowed is 4 " for a 10-minute 25 year rainfall of 2 . 5 inches per hour. Enclosed are calculations based on Washington County standards and the "Design Charts for Open-Channel Flow" by the U. S. Department of Transportion that I obtained from the Oregon State Highway Department Drainage Manual. As shown by these calculations, the capacity of the gutter flow at the existing grades is 4 .18 acres or approximately 22 Lots. As the maximum number of lots that drain into the gutter is 8 lots , the existing design is more than adequate and no additional catch basins or piping are necessary. 2 . Extension of Sewer Lines "B" and "C" - My design location of these manholes is opposite the lot line of the last lateral. The laterals were eh,)wn direct into the manhole on the theory that should they ever plug up, an additional opportunity for cleaning and maintenance through the manhole is available. This does present a potential difficulty for the City employee who may enter the manhole for cleaning and maintenance to avoid the sewage that may flow from the .lateral , but the lateral (rade is near the 8-inch pipe flowline and this should not be a significant problem. He could also insert a plug into the line during the maintenance work to temporarily stop the flows. The cost to extend the two lines would be approximately $350 .00 . 3 . Street light locations have been added as per the Portland General Electric design. 4 . Mail box locations have been added as per the U. S. Postal Service recommendations. PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES Mr. John Hagman 10 February 1988 Page 2 of 2 5. The curb drainage drainage directions have been added. 6 . An inlet meinhole has been specified for Station 3+27.00 LT, S. W. Tamera Lane. 7. Private Storm Drainage - A private storm drain system was added for Lots 53 , 54 , 55 , 56 and 57 as while drainage to S. W. 130th Avenue is possible, it is marginal. Private storm drain;a were not added on Lots 63 , 64 and 65 because the rain drain:; can easily drain though the curb and it is probable that the foundation drains can drain through the curb, particulary is a small amount of compacted fill is placed in the northeast corners of the lots. This is preferable to the several thousand dollar cost of a privately maintained drainage system. As we discussed over the telephone , I am uncertain as to whether all. questions have been answered regarding the operation and maintenance of private drainage facilities on the back of lots. On my last project in Beaverton, the drainage improvements were accepted as part of the City drainage system. A private system results in questions of operation and maintenance such as, who maintains the system,, the lot owner or the users? There is a possibility that a lot owner could pay for an imp.-ovement that is not used by the owner . On this project , the developer will record protective covenants affecting all. of the lots. Through a statement in these covenants and notes on the final plat, the responsibili.ty for maintenance will be clarified. Seven sets of the revised plans are enclosed as well as a corrected "Engineer ' s Estimate" . The Engineer ' s Estimate includes street lights and corrects rock backfill prices. Should your office need any further information, please give me a call. Thank you. Sinc ely yours, 11W Leonard Rydell, P. E. , P.L. S. LAR/j encl : as stated cc : OR-AR Corporation U ITE lei a F •� �+� kavr r`uir,+u I Ld� • „- Do do_ S 3 t D e 7 ►. .- to►�:"p N= .! 1 I Cct��l a� e C '• i coo 1 B� J lei ;f� �t► � c..� �k 0 -� 4x �40'S�,ezi) 16 Z-50 A life 61 ESL ot l , . � r UL JL 4 .7 CAS 4 5)- C2. = 1 A`',(--e off ' �,2 aoe,5 �x �` ' • ` >9'l `'r Vim'' V\r �'v�.•rYb ,,., , , , LEONARD A.RYDELL,P.E.,P.L.S. CONSULTING CIVIL ENGINEER•LAND SURVEYOR 001 VINEHURST DRIVE,NEWBERG,OREGON 97132 TABLE VII - COMPOSITE RJNUFF COEFFICIENT CHART Values of coefficient, C Existing Land Use Average Gradient of Terrain or Maximum Potential Zoning r , Less than 2% 2% ,:o 7% Mq, a thaq 7% Use Zone* Commercial or Industrial 4 0.70 0.80 0.90 Multiple Family 3 0.60 0.55 0.70 Duplexes, Single Family 2 0.50 0.55 0.60 Single Family & Schools 1 0.40 0.46 0.50 Parks, golf courses, Agricultural or undeveloped 5 0.20 0.25 0.30 * These are to be used as a guide in evaluating undeveloped land based on current zoning and where no information is available' defininc a proposed development. ZONE PRIMARY LAND USE DISTRICT 1 R-5 (Residential 5 units per acre) 1 R-6 (Residential 6 units per acre) 2 R-9 (Residential 9 units per acre) 3 R-15 (Residential 15 units per acre) I R-24 (Residential 24 units per acre) 3 R-25 (Residential 25 units per acre) 4 NC Neighborhood Commercial " 4 CBD Community Business District 4 GC General Commerciale 4 OC Office Commercial 4 IND Industrial 2 INS Institutional 5 Undevelcped, Rural 4 SID Special Industrial District ,• - 39 - M 11 1 1 s • HYDRAULIC DESIGN SERIES N0. 3 DESiGn CHARTS FOR OPEnm ( HAnnEL FLOW r it, 71 � .,fir►_:--�r n.�w;"^c�_ `' � til,, II �, I�� $��„ •.✓"' `�,- • lie a•- '- -y � _: —i- r • Ili fig .r..a. .� ..�,.. w4..,LL..2.x....r..,.,....�...••wi.irFa...:.iQ..A.ac,1lYuLx.r. .r_«. n..__.. .w...f... 11,..._ .. U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION WASHINGTON, U.C. 20590 REPRINTED 1973 I rM 1 Appendix A.-TABLES r Table 1.-Manning roughness coefficients,n i Matuning's IV. Highway channels and swalise with maintained retletauon x r values showu are for velocities of 2 and 6 f.p.s.): 1. Closed conduits:: n rangA. er ;1eManning's {dh of 11c'v up to 41,7 lout; A. Concrete pipe.......... .................. 0.011-0.013 1. Hermudugrass,Kentucky bluegrass,bulfalogtass: n range r B. Corrugated-metal pipe or pier+-arch: a. Mowed to 2 inches................... ......... 0.07-0.048 1. 2111 by 44n.corrugation(riveted pipe): b. Length 4-6 Inches................................. O.0"08 a. Plain or fully coated............................... 0.024 2. Ouud stand,any gram: b. Paved Invert(range values are for 25 and 8o percent a. Length about 12 Inches............................. U.16-0.W of circumference paved): it. Length about 24 Inches........................... 0.31E-0.15 (1) Flow(till depth................................ 0.021-0.018 3. Fair stand,any Bras. (1) Flow 0.6 depth............................. .. 0.021-0.010 a. Length about 122aches....................... .... 0,14-0.ON '^ (3) Flow 41.6 depth.................................0.010-0.013 b. Lergth about 24 inches...............-............ 0.28.0.13 2. 6 by 2-in.corrugation(field bolted)................... 0.03 B. Depth A flow 0.7-1.6(not: C. Vitrified dray pipe--------------------------------------0.012-0.014 .c,mudagrans Kentucky bluegrass,buttxlugrass: D.Cast-Irou pipe,unouated................................ 0.U13 a. hiowtd to inch es.._.. ... ----------- . ......... 0.06-4).U33 E.steel pita...............................................U.00".Oil b,Length Oto 0 Inches..............._..._........... 0.03-0.04 ,F. BrIFk................a................._......_........ 0.014 O.U17 2. Oood stolid any Kruse: A_ O. Monolithic concrete: a. length albuul 12 Inc:hes............................ 0.12-0.07 1. Wood forms,rough...................................0.016-0.017 It. Length about 24 Inch ........ ........ 0.20-0.10 7. Wood forms,smooth.................................0.012-0.014 3 Fair stand,any grans: t...-.-..-.. 3.Steel forms...........................................0.012-0.013 It. Length about 12 lueltea......................._.... 0,10-0.06 H Cemented rubble maaoruy walls: h. Length about 24 Inches............................ 0.17-0.09 1. Concrete floor and top.-.............................U.UI7-0.0'12 2. Natural floor........ ..........................0.ON-0.026 V. HirssaaadempromwevRruerir 1. Lamninated tr• ted wood__............................0.015-0.017 A. Cuncr4i-gutter,troweled tluish...................... 0.012 J. Vitrified clay Iwer plates................................ 0.015 B. Asphalt pavement: „t 1. dmuuth textule. .._. -_........................... U.013 2. Rough texture....................................... 0.016 IL Open channels•lined i lstrtight alinement):s C. Concrete gutter rlth sepbult pavement: A. Concrete,with surfaces as indlcuted. 1. Smooth..............__- .. ... 0.013 1. Formed,no fiulsh............... ....................0.013-0.017 2. Rough...............-...............---------------- 0.016 2.'Trowel finlN....................... _..__.............. 0.012-0.014 11.Concrete pavement: 1 Flat finish..........................................0.013-0.016 1. Float knish.......................................... 0.014 4. Float finish,Boma gravel on bottom.................. U.016-0.017 2. Broom finish.._...._ 0010 5. Ounite,good section................................. 0.016-0.010 F:. For gullets with small slope,where sediment may aa0- 6. (!unite,wavy section............ ............ U.016-0.on nnnhcte,Increase above values of n by................. 0,001 B. Concrete,bottom float finished,sides as indicated: L Dressed stone InLrurlxr..............................0.01".017 V1. Natural st►eamchannels:' 2. Random slur^L,mortar.............................0.017-0.WE) A. Dilnurlit,cams ttsurineewidth atflood stage lists than 100 3. Cement rubble masonry.............................0 U'1IN1.025 Il.) 4. Gwent rubble masunnry,plastered....... ...........U.016.0.020 I. Fairly regular section: 6. Dry rubble(rsprap)..................... ........... 0.020 I.tM it. 6utue gram and weeds,little or no brush...........0.030-0.035 C. Ore.vel bottom,sides its indicated: b, Dense growth of weeds, depth of flow materially t. Formed concrete....... .............................0.017-0.0'10greater then weed height..-....................... 0.W".05 2. Random stone In mortar............................. 0.02O-o 0223 c. Some weeds,Ilght brush m banks...._........... 0.035-0.Ob 3. Dry rubble trip►ap).................................. 0.023•-0.U33 d.Home woods,Heavy brush un hanks............... 0.06-0.07 D. Brick.... ........ ..........................0.014-0.017 e. Some weeds,dense willows on finlike.............. 0.00-0.06 E, Aaphelt: (. For trees within char el,with branches submerged 1. 8mouth.............................................. 0.013 at high stage,Increase all Above values by....... 0.01-0.01 2. Rough,s. ........................................... J.016 1 2. lRegu lar sectlotw,with pools,slight chemel meardeq., , I t e F. Wood,pIAXN clean....................................0.011-0.013 Increase values given In 11 Nut._* 0.01-0.171• O. Coneretn-line 4 escantad tock: 3. Mountain streams, no vegetation In channel banks 1.(loud section.........................................OAt7-0.(M usually atvvp. tttvs an brush slung htut{ca sub- 2. Irregular section...................................... 0.072-0.027 merged at high stage: a, fiction]of gravel,cobbles,Hind few boulders....... 0.04-41.05 b. Bottum of cobbles,with large boulders............ 0.06-0.u' 111. Oppeen channels, excavated' (straight alinement,' natural B. Flood plakins(ad)ucent est natural streams): fining): 1. Pasture,no brush. A. Earth,uniform section: a. Short grrss...................................e..._0.060-U.038 I. Clean,recently completed............................ O UIn O OIg b. High ........................ 0.03"115 2. Clean,eller weathering..............................0.(116-(1.00) 2. Cultivmted ares.: ' 3. With short grass,few weeds..........................0.(1'21-0017 v. No crop........................................... U 03-41.04 4. Irl gravelly mull,uniform section,clean................U.02'1-0.025 b. Mature row crops................................. U.03"048 B. Earth,fairly uniform section: c. Mature field crops........... ..................... 0.04-0.05 1. No vegetation........................................ U.UT1-0.025 3. 1leavy weeds,scattered brush........................ 0.05-0.07 2. Or so r weeds.............................._....0.02"030 4. Light brush and trees:u . s I(acme wr�ds or srluatio plants In deep obauaaY...... 0.030-0.O:Ih a. Winter.__ p 0.0114.416 4. Sides clean, grave bell om............................ 0.0'2-U.030 b. summer..........._............................. U.054.08 5. Sides clean,cobble bottom...........................0 1170-0.040 5. Medium to dense brush:ss C. Uraatglls excavated or dredged: n. Winter........................................... 0.07.0.11 1. No vasetation.............e........................._o.UN10.Gall b. Summer........_. ... 0.10-0 16 2. Light brush on banks................................ 0.035-0.050 6. Dense willows,summer,not bent over by current.... 0.18-0 20 D. Rock: 7. Cleared land with tree stumps,100.150 pet acre: 1. !lased on deal n section.............................. 0,036 a. No sprouts..........._ ... 0.04-0.0.1 2. !lased on still t mean motion b. With heavy growth u1 sprouts..................... 0.06 U.U6 a. Smooth and adforan..... ........................ 0 035.0.WO 0. Iivav,v stand of timber,a few down trees,little under. b. Jugged and In jular........... ... ..... .... 0.1140-0.046 rowel E Channels not malnu ped,words and brush uncut: t ase a. -loud depth below branches...................... .0.10-0-12 1. Irene weeds,hill as flow depth.._ __ 0.06-0.12 b. Flood depth reaches branches....... ........-.... 0.12-0-10 2. Ch an bottom,hr'sh on fides. .. 0.06-0 us C'. M*)or streams(surfact width at flood stage more thnn 3. Clean bottom,brush oil sides,highest stage of flow... 0.07-0 11 Its)fl.) Roughness coefficient is usually,less than for 4. Dense brush,high stage._.-._--_................... 0,10-0.14 miller streams of slmliar description tau.s:uunt of less effective resistance offered by Irregular I anks or vege. talion on hanks. Values of a may be ' • ie*llal n• ducsd. Follow recommendation In publication cited x if possible. 'rhe value of n for larger streums est most regular section,with no boulders or brush,may be In the Footnotes to table 1 appear of the loft of page 101. range of............................................... 0,OM-0 066 100 res r e Al ,n� p CHART Z 9 2.0 _ Es E OLAP— 0.0la( )S'E 0� 1 ' ^ i1 PO.Q..9tt CO[rflClt YT IM YANMIMa .10 'TTP 10000 9000 10... A ArrR OPRu IE TO Y.TL.uL 1. 8000 sollow or CHANNEL -7000 L L R101P.u0AL or GROSS SLOPE .08 1.0 6000 REtE111HCt- R s rITOCEE0INOL I9•61 07 5000 P.at ILO.LouulOw 1.•1 .80 .06 11 -.70 4000 EXAMPLE Ilii DASHLO 1.1181111 ~ .05 100 LA- .60 3000 "a"' a 001 to V- 1 . O'S 1/" IEoo U. n so `: .04 .50 . oe • U. so Lj- t0 _ ,� T Ly PALO, o• to C'S �j 7 03 .40 _ Io Z 1000 _ _ - - Z 02 .-. '.30 Q LJ,r C 900 z._ 800 700CY ru 600 i e N .20 1 50Ucy = o T r � F- 040U ` W INSTRUCTIONS Uf I J - ~ 300 01 Q Q or W d N I,CORRECT L/n 11ar10 All- SLOPE ILI 00 z Y•• AND CORRt CT OILC«.ROL lot r•T« 0z .008 -200 DROP"la T.LSE Two uNEa MWU^ - of Q .007 ~fir .l0 IN/tRS1C1 AT TYORINO LINE PON In Ln Corrun wwnoN .ol U 006 W CL Ob E res L"u.ow �•.. �� .,.—..ter.-.� - .005 w .07 �p O uj r•R"APEO 1«1110111 50 a$Nuw" USE NONOINAP" Q - .704, ca06 90 GRIP" 1 •7 W (r 60 a. Q 05 SO L To O[Tts6 f S E' Q .003 olac«Awu c, IR a _-.I -1--s� a :-.04 40 1`00110"Or CANNEL R.rlws w1o1" t• 1.-- '�-• 1 fill 1 30 "Timm NI DtrTN t row TOTAL OICHARGE w - .OU2 INTIRI LECTION As ?"IN .61 NOYOARAPH to F .03 _ OE TLRYIMI OR IN "C"O" Y toN 0[1`1" Q 20 0 •ali� F F— • To OEr1RrIRt DI1 ROE .02 IN cmuoLlu nc1�nR l IF ' s d LJ 10 IOLLO. 14214 ON L 001 Q TO os rAiN OLLCHARaE Is A •�1 IRS'. LECTION • .1 .111-10 •1.1/ II 1 E1 IF fL1`f"IT 4 011.1. 0• OR SLOPE 0.110 1, AND OIPTH a 1«14 C,'0�.0. 01 NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS .r 37 4 ;YSTEM. : pe and fittings to be PVC gravity sewer pipe �R rig to ASTM D-3034, SDR 35 with rubber ring type V Joints to conform to ASTM D-3212. ins to be airtested following trench backfill and J U on. est report and a video report (along with BETA �wJ,• pes) shall be submitted to the City, prior to on of any buildings, for City approval. +w. APPROVED FOR CONSTRUCTION U.�•A• — WE.Q• OPY; ISSUED BY DATE ENGR OFFICE DY DATE . OPERAT OFFICE BY DATE tJ BLDG OFFICE BY DATE V N � ? GEN TEL CO 13Y DATE N � N.W.NAT GAS CO. Rr _ nATE Z m rn P.O.E.Co n �� DATE Z " A o WILLAM CABLE CO DATE I w a ¢ 3 WAT.DIST. DATE r�_ Q Ln O rim e 0131. DATE - 190 a z W - - - DATE N Q S H I �i!,�1 _ I O g 0 UMaF.SEW AGENCY Flr }��.. DATES 17�♦� .\M- V � [ 186 5I Y L. Y l 57IhI6t -` I� CC GROUND Y OCE _ 2 FINI'�H 0 - PA-4E MEN T \ j Q \ O 180 W.O. No. _8834 ouT Deslgn neo Tz Drawn "�.,' r•►. Date 4 Shut 170 �N REVISIONS 1 13 No Description / Date_ By I K: I.():.ATV N'Ir) iS-R9C)19-4 2 CITY REVEIW 2110/89 i LINE C _ Soele: Horiz. V 50' Vert. 1 �,' — --- -- 0 1 +p 0 2100 0 16 U ------� ' PRINTED FFA 101989 CITYOFTWARD OREGON Januaty 2.5, 1989 Leonard A. Rydell, P.E. , P.L.S. 601 Pinehurst Dr. Newberg, OR 97132 Re: Summer Lake Park No. 2 Dear Mr. Rvdell, Attached please find one (1) set of public improvement construction plans, with our comments, which have been provided to the City for preliminary review. Please make all necessary revisions and submit seven (7) sots to this office to commence the "formal" circulation and final review proc-ess. Also, attached, is a handout which further describes the circulation and review process. Sincerely, �— John S. Hagman- Engineering agmanEngineering Technician jlh enclosures (2) 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)63Q-4171 — I , /9 c9 r-L �v�i �/�/QG�I��GW ♦ r • r ..L.�S' /�UT /¢ /L7L:��_/� �w I 17-Is/ / 7" WifS f'�'/�i4lL�"r C�tti'iv��'S✓�/�' /f.�s f�1�. " /9.s �r5/D[.c3�j CAI 771iC /�Tl�/�i7> f'•F_'E_'L//yJ. C�rt/si�, /�1.9�1/ AvGN ��OreTlorc/ Ei�S7 i�L Y y�► C�i� /S /A/ /�i'c �►=LE X �9 T TN-.s 77AIC Y Gc�CATTC�/t// 7V G'6— 4,o"- 7;e4-6-- ,COVU> . 4,) e&--Lver4 > rAtc-c,�+-r�ccrr car- �,. ' ,►;�vc , ��A ,�.�/ G//vc^S V-5 _S7/-/a,0A/ O.t/ Tlrr-.- 11, 4 bw Wvy,^rt lia"41 igo�j kcm, �keakei K / "Prev LV "f perc ar Km �tl :e I � r r� L��L��it wrl r Ilk " ., .M�1► ikiilx+1�" j I(I�� .i�alwl�ix/►�1�1./►�!s •x/►+11w! 1�qo� ABTA Owners Policy 1/87) `I I C)Y OF TITLE" INSURANCE • ►' RECEIVED M k ► S N JAN 111989 1" , First American Title Insurance Company of Oregon 310 S.W. Fourth Avenue • Portland, Oregon 97204.2376 • (503)222-3651 �r mal SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN * ' SCHEDULE 8 AND THE CONDITIONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY OF �"►i� OREGON,a Oregon corporation,herein called the Company,insures,as of Date of Policy shown in Schedule A,against loss :6 or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; s46 2. Any defect in or lien or encumbrance on the title; 5A!", 3. Unmarketability of the title; � 4. Lack of a right of access to and from the land. The Company will also pay the costs,attorneys'fees and expenses incurred in de',nse of the title,as insured,but only to 0 the extent provided in the Conditions and Stipulations. 1'. Countersigned AN�4 Authorized Officer I I� lee le db•FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON b� , M NY �L�t /'RESIUEN7' ATTEST A�j SECRETARY ' " "I I _ ,. .,. �i1�Yi��ii��W��iYi�+�NY� ;�1�'�ili��l�(�d aii�ii►a�i�i`I 1 OLTA Form 13 TI 128 8!88 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, legal fees or expenses which arise by reason of: 1. (a) Any law,by law or governmental regulation(including but not limited to building and zoning laws,by laws,or regulations)restricting,regulating, prohibiting or relating to(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of expropriation unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not exclu ling from coverage any expropriation which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3 Defects, liens, encumbrances,adverse claims or other matters: (a) created,suffered, assumed or agreed to by the insured claimant; (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured c:aimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting In loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. CONDITIONS AND STIPULATIONS 1. DEFINITION OF TERMS. other matter insured against by this policy which constitutes insured, in a reasonably diligent manner by any method, The fcliowingterms when used inthis policy mean: the basisol lossordamage arid shall state,to the extent possi- Including litigation and the completion ofany appeals there- (a) "Insured": the insured named in Schedule A,and, ble,the basis of calculating the amount of the loss or damage. from,It shall have fully performed its obligations with re- subiecttoany rigl Is or defenses the Company would have had If the Company is prejudiced by the failure of the insured spect to that matter and shall not be liable for any loss or against the named insured,those who succeed to the interest claimant to provide the required proof of loss or damage,the damage caused therebyy. of the named insured by operation of law as distinguished from Company's obligations to the insured under the policy shall (b) Intheeventolamflitigation,including litigation by purchase including, but not limited to, heirs, distributees, terminate,inclu ing any liability or obligation to defend,pros- the Company or with the Company's consent,the Company devisees,survivors,personal representatives,next of kin,or ecute,or continue ary rtigation,with regard to the matter or shall have no liability for loss or damage until there has been corporate or fiduciary successors, matters requiring such proof of loss or damage, a final determination by a court of competent jurisdiction, (b) "insured claimant": an Insured claiming loss or In addition, the Insured claimant may reasonably be re- and disposition of all appeals therefrom,adverse to the title damage, quired to submit to examination under oath by any authorized as insured. (c) "knowledge"or"known":constructive knowledge, representative of the Companyandshall pioduce orexamina- (c) The Company shall not be liable for loss or damage to not actual knowledge c w ice which may be Imputed to an tion,Inspection and copying,at such reasonable limes andeny insured for liability voluntarily assumed by the insured insured by reason o the Dublr rr.cords as defined in this policy places as may be designated by any aut iorizea r opreseni;aii.a {n settling any claim or suit without the prior written consent or any other records which impart actual notice of matters of the Company,all records,books,ledgers,cheques,corre- of the Company. at ectInp the Tari. spondence and memoranda.whether bearing a dale before or (d) "Ian,':the land described or referred to in Schedule after Date of Policy,which reasonably pertain to the loss or 10. REDUCTION OF INSURANCE;REDUCTION OR (A),and imprrvementsaffixed thereto which bylaw constitute dama�It.Further,i requested by any authorized representa. TERMINATION OF LIABILITY. real property.The term"land"does not include any property live a the Company,the Insured claimant shall grant its pe,- All payments under this policy,except payments made beyond the lines of the area described or referred to in mission,in writing,for any authorized representative of the for costs,legal fees and expenses,shall reduce the amount Schedule(A),not any right,title,interest,estate or easement Company to examine, inspect and copy all records,books, of the insurance accordingly in abutting streets, roads avenues, alleys, lanes, ways or ledgers,cheques,correspondence and memoranda in the cus- waterways,but nothing herein shall modify or limit the extent tody or control of a third party,which reasonably pertain to the 11, LIABILITY NONCUMULATIVE. to which a right of access to and from the land Is insured by loss or damage.All information designated as confidential by It is expressly understood that the amount of insurance this policy. the insured claimant provided tothe Companypursuant lothis (e) "mortgage":mortgage,charge,deed of trust,trust Section shall not be disclosed to others unless,in the reason- under this policy shall be reduced by any amount the Com- deed,or other security instrument. able judgment of the Company,it is necessary in the adminis- pany may pay under any policy insuring a mortgage to which f) "public records records establish+id under pro. (ration of the claim.Failure of the insured claimant to submit exception is taken in Schedule 8 or to which the insured has vincia�statutes atDate ofPolicy for the purposeofimparting for examination under oath,produce other reasonably request- agreed,assumed, or taken subject,or which is hereafter constructive notice of matters relating to real property to put- ed information or grant permission to secure reasonably executed by an insu, .d and which Is a charge or lien on the ,,besets for value and without knowledpe nscessary information from third parties as required in this estate or interest described or referred to in Schedule A,and (g) "unmarketability of the title an alleged or apparent paragraph,unless prohibited by law or governmental regula- the amount so paid shall be deemed a payment under this matter affecting the title to the land,nut excluded or excepted tion,shall terminale any liability of the Company under this policy to the insured owner. from coverage,which would entitle a purchaser of the estate or policy as to that claim. 12. PAYMENT OF L088. interest described in Schedule A to be released from the obligation to purchase by virtue of a contractual condition 8. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; (a) No payment shall be made without producing this requiring the delivery of marketable title TERMINATION OF LIABILITY. policy for endor,ement of the payment unless the policy has In case of a claim under this policy,the Company shall have been last or destroyed,in which case proof of loss or destruc- 2 CONTINUATION OF INSURANCE AFTER the fallowing additional options tion shall be furnished to the satisfaction of the Company CONVEYANCE OF TITLE. (a) to Pay or Tender Payment of the Amount of (b) When liability and the extent of loss or damage The covQrageol this policy shall continue in force as of Date Insurance has been definitely fixed In accordance with these Conditions and Stipulations,the toss or damage shall be payable within of Policy In lava of an insured only so long as the insured To pay or tender payment of the amount of insurance retains an estate Of iplerest in the land,qr hrlds an Indebted- under this policy together with any costs, legal lees and 30 days thereafter ness secured by a purchase money mortgage given by a expenses incurred by the insured claimant, which were 13. SUBROGATION UPON PAYMENT purchaser from the Insured,or only so long as the insured shall authorized by the Company,up to the time of payment or ten- OR SETTLEMENT. have liability by reason of covenants implied by the Lar der of payment and which the Company is obligated to pa% Registration Reform Act 1984(Onalario)made by the insure Upon the exercise by the Company of this option,all liabilii, (a) The Company's Right of Subrogalion. in any transfer or conveyance of the estate or interest. This and obligations to the insured under this policy,other than to Whenever the Company shall have settled and paid a policy shall not continue In force in favor of any purchaser from make the payment required, shall terminate, including any claim under this policy,all right of subrogation shall vest in a.r--� the Cnmnanv unaffenterl by any art of the inavrd claimant SCHEDULE A Policy No. : 366250 Amount of Insurance: $124, 167 . 75 Premium: $336. 50 Date of Policy: December 5 , 1988 at 10 : 48 A.M. 1 . Name of Insured: CITY OF TIGARD--- 2. The estate or interest in the land which is covered by this policy is: The fee simple estate--- 3. Title to the estate or interest in the land is vested in: CITY OF TIGARD-- - 4. The land referred to in this policy is described as follows: For legal description eee Exhibit "A" attached hereto----- I PAGE 1 of Policy ( 1987) No. 366250 l EXHIBIT "A" A portion of Lots 12 and 13, ASH VALLEY TRACTS, a plat of record and a portion of the Southeast one-quarter of Section 33, mr)wnsh'.p 1 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, being more ,particularly described as follows : Beginning at a point on the East tine of said Section 33 , which bears North 0000127" East 11.55 .76 feet from the Southeast corner of said Section 33 ; thence leaving sa.td line North 89059133" West 1 15 . 00 feet ; thence North 0000 ' 2 " East 143 . 91 feet; thence North 44040 ' 01" West 100 . 53 feet thence North 61040 ' 13" West 191 . 05 feet ; thence North 45010 '08" West 118 . 21 feed thence South 36052112" West 105. 00 feet to a point on a curve ; thence along the arc cf a non-tangent 50 . 00 foot radius curve concave to the South thro igh a central jingle of 1.16025' 24" a distance of 101 . 60 feet (chord bears South 61055 ' 39" West 85 .00 feet ) ; thence leaving said curve Nortli 44001 ' 4,." West 83 . 45 feet; thence. South 4601.4102" West 363 . 33 feet ; thence South 5011147" West 123 . 17 feet; thence North 89055' 28" West 354.69 feet to a point of curvature ; thence along the arc of a 1070 . 00 foot radius curve concave to the North through a central angle of 7032110" a distance of 140 . 74 feet ( chord bears Nort.. 86009123" West 140 .63 feet) to the West line of said Lot 12 ; thence along ca.id line North 0001137" West 70 .68 feet to the South line of that tract of land descried in deed to Shirley Dow in Book 242, rage 117, Washington County Deed Records ; :hence along said line, South 89055125" East 391 . 08 feet to the Southeast corner thereof ; thence along the East line of said tract, North 0053140" West 219 . 61 feet to the Northeast co-ner of that tract of land described in deed to Shirley Dow .n Book 291 , page 349 of. said Deed Records ; thence leaving said line South 55041 ' 08" East 134 . 91 feet ; ',hence North 43035 ' 19" East 531 .44 feet ; thence South 62047. ' 23" East 278.88 feet; thence South 36051118" East 315 . 00 feet to said Fast line of Section 331 thence along said line South 0000127" West 180 . 00 feet to the point of beginning .-- PAGE 2 of Policy ( 1987) No . 366250 SCHEDULE B EXCEPTIONS FROM COVERAGE Tnis licy does not insure against loss or damage, ( and the Company will not pay costs, attorneys' Fees or expenseN) which arise by reas-in of : 1 . Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real. property or by the public recordsi proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings , whether or not shown by the records of such agency or by the public records . 2 . Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in posse•,sion thereof , 3 . Easements, encum'.)rances, or claims thereof , not shown by the public records , reservations or exceptions in patents or in acts authnriziny the issuance thereof , water rights, claims or title to viter . Any lien, or right to a lien, for services, ldbor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records . 5 . Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would aisclose. 6 . Statutory Powers and Assessments of Unified Sewerage Agency . There are none as of the date nf this policy. 7 . An easement created by instrument, including the terms and provisions therecfp Recorded September 17, 1979 as Fee No . 79-37928 Favor of City of Tigard For. Sewer line purposes 8 . An easement created by instrument, including the terms and provisions thereofi Recotded s October 16, 1979 as Fee No . 790A )700 Favor of City of Tigard Fjr Sewer line purposes 9 . Agreemen ., including the terms and provis= ,)ns thereof , between Wedgwood Ho .,es of Portland, et al , and the Ci y of Tigard, Recorded July 24, 1984 as Fee No . 84021940 P; ,E 3 of policy ( 1987 ) No . 366250 SCHEDULE B (continued) The terms and provisions of the above ^-greement were amended by judgment by Stipulation Entered November 20 , 1987 Case No. 87-0647C PAGE 4 of Policy ( 1987) No . 366250 ' THIS►AAP IS FURL\ ED AS A CONVENIENCE IN LOCATING PROPS AND THE COMPANY I eMcqASSUMES NO LIABILITY FOR ANY VARIATIONS AS MAY BE DISCLOSED BY ACTUAL SURVEY First American Title Insurance Company of Oregon _ An•8aumOd Eu8I6088 Rami of TITLE INSURANCE COMPANY OF OREGON , 310 S.W. FOURTH AVENUE, PORTLAND, OR 97204 (503) 222.3651 • 1S133 r 5L--.,-+ SECTION 33 TI S RI W W.M. \ r WASHINGTON COUN�Y OREGON SCALE 1'1100'• E ' SEE MAP. • z IS 1 3304 6� • 100 4316 AC • a t b• /I _—" fry -- -- ---'�-nn._....�n..�.....w—*—... ...—._. _.r—...._....�..,_..--._.._..i—..�T•-..._ . .. . /tN M• itt•t ' 200 ti / w •t•Y t Y W • .1!Ac. b ='b ` M MMS IR 12 � �M t e; II • .. ,. ....•w,r.,al�;,�.aw ,r111WW+:.aaiC the insured, wi Wutuuauuu. (b) To Pay or Otherwise Settle With Parties Other than had against any person or property in respect to the claun 3. NOTICE OF CLAIM TO BE GIVEN BY the Insured or With the Insured Claimant. had this policy not been issued.I1 requested by the Com- INSURED CLAIMANT. ( (1) to pay or otherwise settle with other parties for q oany,the insured claimant shall transfer to the Company all in the name of an insured claimant any claim insured again$ ights and remedies against any person or property the insured shall notify the Company promptly in writingg t) under this policy, together with any costs, legal fees and necessary in order to perfect this right of subrogation.The incaseolanylitigatipnassetforthinSection4(a)below,(ii)1n expenses incurred by the insured claimant which were insured claimant shall permit the Company to sue,com- case knowledge shall come to an i,, ured hereunder of any authorized by the Company up to the time of payment and promise or settle in the name of the insured claimant and to claim of title or Interest which is adverse to the title to the which the Company is obligated to pay;or use the name of the insured claimant in any transaction or estate or interest,as insured,and which might cause loss or (if) ie pay or otherwise settle with the insured claim- �Oss iligalion involving these rights or remedies. damage for which the Company may be liable by virtue of this ant the loss or damage provided for under this policy,together 1 a payment on account of a claim does not fully cover the policy,or(iii)11 title to the estate or interest,as insured,is with any costs, legal lees and expenses incurred by the of the insured claimant, the Company shall be sub- rejected as unmarketable.It prompt notice shall not be given to insured claimant which were authorized by the Company up to rogated to these rights and rertiedies in the proportion which the Company,then as to the insured all liability of the Com- the time of payment and which the Company is obligated the Company's payment bears to the whole amount of pany shall terminate with regard to the matter or matters for to pay. the loss. which prompt notice is requ+r3d, provided, however, that Upon the exercise by the Company of either of the options If loss should result from any act of the insured claimant, failure to notify the Company shall in no case prejudice the provided for in paragraphs(b)(i)or fill,the Company's obli- as stated above,that act shall not void this policy,but the rights of any insured under this policy unless the Company gations to the insured under this poli y for the claimed loss or Company,In that evert,shall be required to pay only that shall be prejudiced by the failure and then only to the extent of damage,other than the payment,required to be made,st all part of any losses insured against by this policy which shall the prejudice. terminate,including any liability or obligation to defend,pros- exceed the amount,if any,lost to the Company by reason of 1. DEFENSE AND PROSECUTION OF ACTIONS; ecute or continue any litigation. the impairment by the Insured clah,iird of the Company's right of subrogation. DUTY OF INSURED CLAIMANT TO COOPERATE. 1. DETERMINATION,..XTENT OF LIABILITY iul The Company's Rights Against non-insured (a) Upon written request by the insured and subject to AND COINSURANCE. Obligors. the options contained in Section 6 of these Conditions andThe Company's right of subrogation against non- Stipulations,the Company,at its nwn cost and without unrea This policy is a contract of indemnity against actual insured obligors shall exist and shall include,without limita- sonable delay,shall provide for+he defense of an insured in monetary loss or damage sustained or incurred by the insured lion, the rights of the insured to Indemnities, guaranties, litigation In which any third party asserts a claim adverse to claimant who has suffered loss or damage by reason of mat- other pu„,ies of insurance or bonds,notwithstanding any the title or Interest as insured,but otil as :a those stated ters insured against by this policy and only to the extent herein terms or conditions contained in those instruments which causesolactionallegingadefer,I,lienorencumbranceorother described. provide for subrogation rights by reason of this policy matter insured against by this policy.The Company shall have (a► The liability of the Company under this policy shall the right to select counsel of its choice(subject to the right of not exceed the least of: 14. ARBITRATION. the insured to object for reasonable cause)to represent the (i) theAmount of Insurance stated u Schedule u or, insured as to those stated causes of action and shall not be (ii) er difference insured between the value of the insured Unless prohibited by applicable law,either the Company liable for and will not pay the fees o1 any other counsel.The estate or interest asslinsured and the value of the insured or the insured may demand arbitration pursuant to the Title Company will not pay any tees,costs a expenses incurred b estate or Interest subject to the defect,lien or encumbrance Insurance Arbitration Rules of the American Arbitration !heCo insured In the defense of those causes s action which insured against by this policy. Association. Arbitrable matters ma yy include, but are not allege matters not insured against by this policy. (b) In the event the Amount of Insurance stated in limited to,any controversy or claim betwr`en 11-;Company (b) The Company shall have the right,at its own cost,to Schedule A at the Date of Policy is less than 00 percent of the and the insured arising out of or relating to this policy,any Institute and prosecute any action h proceeding or to do any value of the insured estate or interest or the full consideration service of the Company in connection with its issuance or other act which In its opinion maybe necessary or desirable to paid for the land,whichever is less,or i1 subsequent to the Date the breach of a policy provision or other obligation.All arbitr- establish the title t t the estate a interest,ss insured,or to pre- of Policy an improvement is erected on the land which in- able matters shall be arbitrated only when agreed to by both vent establish reduce loss h damage to the insured.The Company creases the value of the insured estate or interest by at least the Company and,he insured.Arbitration pursuant to this may take any appropriate action under the terms h this policy, 20 percent over the Amount of Insurance stated in Schedule A, policy shall be binding upon the parties The award may whether or not +t shall be liable hereunder, and shall not then this Policy is subject to the following: include legal lees Judgment upon the award rendered by the thereby Concede liability or waive any provision of this Policy, (i) where no subsequent improvement has been Arbitralor(s) may be entered in any court having juris- If the Company shall exercise its rights under this paragraph, made,as to any partial loss,the Company shall only pay the diction thereof, loss pro rata in the proportion that the amount of insurance al The laws of the province of Ontario shall apply to an it shall do so diligently. (c) Whenever the Company shall have brought an Date o;Policy bears to the total value of the insured estate or arbitration. action or filed n defense as required or permitted brought l e pro- interes at Date of Policy, or fill where a subsequent A copy of the Rules may be obtained from the Company visions o1 this policy,the Company may pursue any litigation improvement has been made,as to any partial loss,the Com- upon request. to final determination by a court of competent jurisdiction and pany shall only pay the loss pro rata in the proportion that 120 expressly reserves the right.In Its sole discretion,jurisdiction appeal percent of the Amount of Insurance stated in Schedule A bears 114o. LIABILITY LIMITED TO THIS POLICY; from an adverse judgment or piper, to the sum of the Amount of insurance stated in Schedule A and POLICY ENTIRE CONTRACT. (d In all cases where this policyy permits or requires the the amount expended for the Improvement. (a) This policy together with all endorsements,if any, Company to prosecute or provide for flit defense of any action The provisions of this paragraph shall not apply to costs, attached hereto by the Company is the entire policy and con- or proceeding,the insured shall secure in the Company the legal lees and expenses for which the Company is liable under tract between the insured and the Company In interpreting right to a prosecute u provide defense i•. the action or pro- this policy,and shall only apply to that portion of any loss any provision of this policy,this policy shall he construed as ceeding,and all appeals therein,and permit the Company to which exceeds,in the aggregate,l0 percent of the Amount of a whole use,at Its option,the Warne of the insured for this purpose. Insurance stated in Schedule A. (b) Any claim of loss or damage,whether or not based Whenever requested by the Company,the insured,at the Com- (c) The Company will pay only those costs,legal lees and on negligence,and which arises out of the status of the title Iditions and Stipulations Bertin ny's expense,shall give the Company all reasonable aid(1) expenses incurred in accordance with Section 4 of these Con• to the estate or Interest covered hereby or by any action as• n any action or proceeding,securing evidence,obtaining wit- P such claim,shall be restricted to this policy nesses,prosecuting or defending the action or proceedingg,or 8. APPORTIONMENT. (c) No amendment of or endorsement to this policy effecting settlement,and Iii)in any other lawful acct which In can be made except by a writing endorsed hereon or the opinion of the Company may be neressary or desirable to If the land described in Schedule(A)consists of two or more attached hereto signed by either the President,a Vice Presi- establish the title to the estate or interest as Insured.It the parcels which are not used as a single site, and a loss is dent,the Secretary,an Assistant Secretary,or validating Company Is prejudiced by",a failure of the Insured to furnish established affecting one or more of the parcels but not all,the officer or authorized signatory of the Company the required cooperation,the Company's obligations to the loss shall be computed and settled on a pro rata basis as if the insured under the policy ah all terminate,including any liability amount of insurance under this policy was divided pro rasa as 16. SEVERABILITY. or obligation to defend,f+rosecule,or continue any litigation, to the value on Date of Policy of each separate parcel to the In the event any provision of the policy is held invalid or with regard to IN matter or matters requiring such cooperation. whole,exclusive of any improvements made subsequent to unenforceable under applicable law, the policy shall be Date of Policy,unless a liability or value has otherwise been deemed not to include that provision and all other provisions S. PROOF OF LOSS OR DAMAGE. agreed upor,as to each parcel by the Company and the insured shall remain In full force and effect. In addition to erid alter the notices required under Section 3 at the lime of the issuance of this policy and shown by an ex- of these Conditions and Stipulations have been provided the press statement or by an endorsement attached to this policy. 17. NOTICES,WHERE SENT. Company,aproo!o!loss ordamage signed and sworn tobythe g. LIMITATION OF LIABILITY. All notices required to be given the Company and any insured claimant shall be furnished to the Company within 90 statement in writing required to be furnished the Company days after the insured claimant shall ascertain the facts giving (a) 11 the Company establishes good and marketable shall include the numhcr of this Inc and shall be rise to the loss or damage.The proof of loss or damage shall title,or emoves the alleged defect,lien or encumbrance,or addressed to the Cor,pany at 310 SS policy . Fourth Avenue, describe the defect In,or lien or encumbrance on the+itle,or cures the lack of a right of access to nr from the land,all as Portland, Oregon q1204, or to the office which Issued this policy. nuns lite tress<,ecureu uy a pwcnase money mortgage given to uugauon,anb the policy snail be surrendered to the Company the Company shall be subrogated to and be entitled to au he mSured for cancellation. rights and remedies which the insured claimant would have (b) To Pay or Otherwise Settle With Parties Other than had against any person or property in respect to the claim 3. NOTICE OF CLAIM TO BE GIVEN BY the Insured or With the Insured Claimant, had this policy not been issued It requested by the Conn- INSURED CLAIMANT. (i) to pay or otherwise settle with other parties for c party,the insured claimant shall transfer to the Company all in the name of an insured claimant any claim insured agains ights and remedies against any person or property the insured shall notify the Company promptly in writing(i) under this policy, together with any costs, legal fees and necessary in oirati to perfect this right of subrogation.The in caseof any litigation as set forth in Section 4(a)below,(it)in expenses incurred by the insured claimant which were insured claimant shall permit the Company to site, corn- case knowledge shall come to an insured hereunder of any authorized by the Company up to the time of payment and promise or settle in the name of the insured claimant and to Helm of tide or interest which is adverse to the title to the which the Company is obligated to pay;or use the name of the insured claimant in any transaction or estate or Interest,as insured,and which might cause loss or (it) to pay or otherwise settle with:he insured claim- litigation involving these rights or remedies damage for which the Company may be liable by virtue of this ant the loss or damage provided for under this policy,together II a payment on account of a claim does not fully cover the policy,or(Iii)If title to the estate or interest,as insured,is with any costs, legal lees and expenses incurred by the loss of the insured claimant, the Company shall be sub- rejected as unmarketable.If prompt notice shall not be given to insured claimant which were authorized by the Company up to rogated In these rights and remedies in the proportion which the Company,then as to the insured all liability of the Com- the time of payment and which the Company is obligated the Company's payment bears to the whole amount of pany shall terminate with regard to the matter or matters for to pay the loss. which prompt notice is required; provided, however, that Upon the exercise by the Company of either of the options It loss should result from any act of the insured claimant, failure to notify the Company shall in ni case prejudice the provided for In paragraphs(b)(i)or(it), the Company's obli- as sidled above,that act shall not void this policy,but the rights of any insured under this policy unless the Company gations to the insured under this policy for the claimed loss or Company,in that event,shall be required to pay only that shall be prejudiced by the failure and thrn only to the extent of damage,other than the payments required to be mad^,shall part of any losses insured against by this policy which shall the prejudice terminate,including an liability or obligation to defend,pros- exceed the amount,it any,lost to the Company by reason of ecute or continue any liligation. the impairment by the insured Claimant of the Company's 4. DEFENSE AND PROSECUTION OF ACTIONS; right of subrogation DUTY OF INSURED CLAIMANT TO COOPERATE. 7• DETERMINATION,EXTENT OF LIABILITY (b) The Company's Rights Against non-Insured (a) Upon written request by the insured and subject to AND COINSURANCE. Obligors. tl►e options contained in Section 6 0l these Conditions and The Company's right of subrogation against non- Stipulations,the Compan ,at its own cost and without unread This policy is a contract of indemnity against actual insured obligors shall exist and shall include,without limita- onable delay,shall provide for the defense of an insured i monetary loss or damage sustained or incurred by the insured tion, the rights of the Insured to indemnities, guaranties, litigation In which any third party asserts a claim adverse to claimant who has suffered loss or damage by reason of mat- other policies of insurance or bonds,notwithstanding any the title or interest as insured,but onlyas to those stated tescrs riberedagainstbythispolicyandonlytolheextentherein isms or conditions contained in those instruments which causes of actionalle in adefect,lienorncumbranceorother described. alleging (a) The liability of the Company under this policy shall Provide for subrogation rights by reason of this policy. matter insured against by this policy.The Company shall have not exceed the least of. the right to select counsel of its choice(subject to the right of (i) the Amount of Insurance stated in Schedule A. ir, 14. ARBITRATION. the insured to object for reasonable cause)to represent the (it) the difference between the value of the insured Unles^ :1 t-wplic�hle law.either the Company Insured as to those stated causes of action and shall not be estate or interest as insured and rr value of the insured or the wsured may uemcnu•rt itration pursuant to the Title liable for and will not pay the fees of any other counsel.The estate or interest subject to the defect,lien or encumbrance Insurance ArbQiation Rules r the American Arbitration Company will not pay any lees,cost°or expenses incurredby insured against by this policy Association. Arbitrable matters may include, but are not the insured in the defense of those causes of action which (b) In to event the Amount of Insurance slated in limited to,any controversy or clam between to Cornpany allege matters not insured against by this policy Schedule A at the Date of Policy is less than 80 percent of the and the insured arising out of or re'at ng to this policy,any (b) The Company shall have the right,at Its own cost.to value of the insured estate or interest or the full consideration service of the Company in connect in with its issuance or institute and prosecute any action or proceeding or to do any paid for the land,whichever is less,or if subsequent to the Date the breach of a policy provision or othe.obligation.All arb t;- other act which inItsopinion may be necessary or desirable to of Policy an improvement is erected on the land which in. able matters shall be arbitrated only whdn agreed to by both establish the title.o the estate or interest,as insured,or to pre- creases the value of the insured estate or interest by at least the Company and the Insured.Arbltrdion pursuant to this vent or reduce loss or damage to the insured.The Company 20 percent over the Amount of Insurance stated in Schedule A. policy shall be binding upon the (ties. The award may may take any appropriate action under the terms of this policy, then this Policy is subject to the following include legal lees.Judgment upon th a award rendered by the whether or not it shall be liable hereunder, and shall not (i) where no subsequent improvement has been Arbilraloris) may be entered in a ny court having juris- thereby concede liability or waive any provision of this policy. made,as to any partial loss,the Company shall only pay the diction thereof. II the Company shall exercise its rights under this paragraph, loss pro rata in the proportion that the amount of insurance at The laws of the province of Online shall apply to an shall do so diligently Date of Policy bears to the total value at the insured estate or arbitration (c) Whenever the Company sh,4ll have brought an interest at Date of Policy; or (ip where a subsequent A copy of the Rules may be obtained from the Company action or filed a defense as required or permitted by the pro- improvement has been made,as to any partial loss,the Corn- upon request. visions of this policy,the Company may pursue any litigation pang shall only pay the loss pro rata in the proportion that 120 to final determination by a court of competent jurisdiction and percent of the Amount of Insurance stated in Schedule A ears 15. LIABILITY LIMITED TO THIS POLICY; expressly reserves the right,in its sole discretion to appeal to the sum of the Amount of Insurance stated in Schedule A and POLICY ENTIRE CONTRACT. from an adverse judgment or orderthethe amount expended for the improvement. policytogether Company to pro ecute or p od In all cases where lhis videf olr the de elnse ofeanyraction The provisions of this paragraph shall not apply to r osis, attached elretby the Comp ny is the entive policy and corsements,if n- or proceeding,the Insured shall secure to the Company the epat fees and expenses for which the Company is liable under tract between the Insured and the Company In interpreting right to so prosecute or provide defense in the action or Iters polacy,and shall only apply to that portion of any loss any provision of this policy,this policy shall be construed as pro- ceeding,and all appeals therein,and permit the Company to which exceeds,in the aggregate,10 percent of the Amount of a whole. use,at its option,the name of the insured for this purpose. Insurance stated in Schedule A. (b) Any claim of loss or damage,whether or not based Whenever requested by the Company,the Insured,at the Com c) The Company will pay only those costs,legal fees and on negligence,and which arses out of the status of the title pany's expense,shall give the Company all reasonable aid(I) expenses incurred in accordance with Section 4 of these Con- to the estate or interest covered hereby or by any action as- inditions and Stipulations. a^rti such claim,shall be restricted to this any action or proceeding,securing evidence,obtaining wit- np policy. nesses,prosecuting or defending the action or proceeding,or S. APPORTIONMENT. Ill No amendment of or endorsement to this policy effecting settlement,and(if)in any Mitnecessary lawful�e which in 11 the land described in Schedule(A)consists of twu c,more attaccan hed hereto smade igned by therritin endorsed the Pres dent,a Vice hereonat the opinion of the Company may a necessary or desirable to g Y establish the title to the estate or interest as insured If the parcels which are not used as a single site, and a loss is dent,the Secretary, an Assistant Secretary,or validating Company Is prejudiced by the failure of the insured to furnish established affecting one or more of the parcels but not all,the officer or authorized signatory of the Company the required cooperation, the Company's obligations to the loss shall be computed and settled on a pro rata basis as it the insured under the policy shall terminate,including any liability amount of Insurance under this policy was divided pro rata as 18. SEVERABILITY. or obligation to defend,prosecute,or continue any litigation, to the value on Date of Policy of each separate parcel to the In the event any provision of the policy is held invalid or with regard to lite matter or matters requiring such cooperation whole,exclusive of any Improvements made subsequent to unenforceable under applicable law, the policy shall be Date of Policy,unless a liability or value has otherwise been deemed not to include that provision and all other provisions 5. PROOF 0e LOSS OR DAMAGE. agreed upon as to each parcel by the Company and the insured shall remain in full force and effect In addition to and after the notices required under Section 3 at the time of the iss'iance of this policy and shown by an ex- of these Conditions and Stipulations have been provided the press statement or by an endorsement attached to this polir,y 17, NOTICES,WHERE SENT. Company,a proof of loss or damage signed and sworn to by the g, LIMITATION OF LIABILITY. All notices required to be given the Company and any insured claimant shall be furnished to the Company within 90 statement in writing requt ed to be furnished the Company days aftr-the insured claimant shall ascertain the facts giving title,or If rhes the Company establishes good and marketable shall inclu6, the n'imper of this policy ,nd shall be rise to the loss or damage The proof of joss or damage shall alleged defect,hen or encumbrance,or addressed to ;he tom an at 310 SW. Fuurth Avenue, describe the Refect in,or lien or encumbrance on the title,or cures the lack of a right of access to or from the land,all as Portland Oregon Q7204, or to the office which issued this policy 161-0 VIWVW44� ' �� _ `, ._._.. --.. ---- w Aw0�lahw►�lw��tw�gw��wA 09t M; Oil wi ;I4f Ala to x 4:4 ":r LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 5 January 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Attn: Mr. John Hagman, Engineering Technician III Re : VILLAGE AT SUMMER LAKE PARK NO. 2 Dear Mr. Hagman: Enclosed for your review and approval please please find three sets of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements" to the proposed 28 lot subdivision VILLAGE AT SUMMER PARK PARK NO. 2 in the City of Tigard, Washington County, Oregon. Enclosed also is a copy of an "Engineer' s Estimate" showing the estimated cost of the improvements. Should you need a sidewalk cost , please add 2150 lineal. feet at $6 . 25 per foot or $1.3 ,437 .50. I did not do a drainage calculation for this project as the drainage area is minimal. The pr. -)ject is staked in the field and the final plat. (post monumentated) will be completed and submitted in a week. I have submitted the plans to Portland General Electric , General Telephone, Northwest Natural Gas, the U. S. Postal Service, Storer T. V. Cable Company, Tigard Water District and Washington County Fire District No. 1 Should your office need any further information, please give me a call. Thank you. Sin rely yours, Leonard A. Rydel , P. . r F.L. S. LAR,/j encl : as stated cc : OR-AK Corporation PLANNED DEVELOPMENTS a RESIDENTIAL SUBDIVISIONS WATER SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES Postit_routing request Ped 7M4 ROUTING -- HEOUEST Please 'AEr.D To �.L�R`� • HANDLE c.OVBMIITG�� CIS � ❑ APPROVE s-w-l..IM Rk-,vIL-:w I Wh�t- and 1 FORWARD [ �)CL •'Ca P S FINAI�C%R� CC=:. Irr__�ll RETURN Ah 61011t LILAS I W T L J KEEP OR DISCARD r%T'WCN%,A LJ REVIEW WITH ME J)U UCWOIITA wl�'t�``�1 Y.. 11mj"4. Dale From �C.Y!►M'PLE: �er+��yaM kR �,Flo-... ry.�% 4,leMrl +q tn�iul.c.lc. VILLAGE AT SUMMER LAKE PARK NO. 2 The unit prices hereinafter written are submitted with the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. JL" It?. Ouantity Unit Price Toil WATER SYSTEM IMPROVEMENTS 1 . 12" Water Main 410 feet $ 2. 6" Water Main 880 feet $ $__Q 3 . 12" B. F. Valves 1 each $ - c. CC' $ j C. OG 4 . 6" Gate Valves 1 each $ •C ( $ 3 40•Da 5 . Hydrant Assembly 2 1� -Ch' $ 1 Z'S GG $ C C.cc) 6. Blowoff Assembly leach $ aGC . C'O 7 . Temporary Blowoff 2 ea,ck, 8 . 12xl2x6 Tee / 1 ��¢h $ JSG.GG $ :: C),C'( 9 . 6x6x6 Tee 1 each $ C' G $_ O 10. Rock Backfil ` 50 tons GG $ ()6 6 D Su To as - Water System $Z-7,e b. 00 SANITARY_ T)ntl6u TSA)hb9jaWAA IN 11 .E 0" e�rdr 'Main /A- 1159 feet $ I��r9C�,b0 12. 4" S�w�r LO, a 1135 feet $ CJ. 0 C) $ Gj 0P(�.(0\ IZ00 C✓G 7 , G 13 . , §etJ,er" Manhol s 6 each $ � $ 00 �- 14 . Rock Backfill 1.800 tons $ C C $ CC Sub Total - Sanitary Sewer $ 41, 00• CIO ST.QRM D.0 IMG ,` IMPROVEMENTS 15. 12" Storm Drain 329 feet $ IQ DLJ $ 6 6,C)G 16. Rock Backfill 210 tons $��•GG $ 2.-,-,#1//G• GL" Total - Drainage Improvements $ VILLAGE AT SUMMER LAKE PARK NO. 2 RID ITEM SCHEDULE - Cont'd Page 2 of 2 BL, Ite Quantity Unit Price Total STREET IMPROVEM!'NTS 17 . Excavation 4530 cu.yd. Lump Sum $_lC),GOO.GU 18. 16" Curbs 2150 feet $ 19. Catch Basins 2 each $ 5-00 , 00 1 ACU. CrJ 20. Rock 3075 tons $ 4 C) 21: Class "B/C" Asphalt 720 tons $ e-9.G0 $20, DCC) 22. Class "C" Overla•• 320 tons $ ? O O $ 23 . Street Barricade 2 each $ 6(,G , (j 0 24. Monument Boxes 3 each $ Total - Street Construction $ �' (� G,GC) -�JNDERGROLIND UTTL.ITTFS •e 25. Conduit 880 feet $ 'SC) $ I�ZG,Crp 26. Trenching 1670 feet $ -S d $ ZSC�S C C 27. Rock Backfill 90 tons $ 11 • C' 0 28. Transformer Pads 4 each $ a5d. 0 C.> $ C C,C:O Total - Underground Utilities $6(��,C•C� PROJECT SUMMARY Water System $ Sewer System $- 4-167C,C7 Drainage System $_ Street Construction Underground Utilities $_ 6 6[s (✓G , TOTAL $ I7 G 1 l . 00 VILLAGE AT SUMMER LAKE PARK NO. 2 The unit prices hereinafter written are submitted with the clear understanding that the actual measured quantities may vary some what from the estimate and that payment will be based on the unit price of each item. JL" Item OUAnt it Unit prirp Total WATER SYSTEM IMPROVEMENTS 1 . 12" Water Mai,: 410 feet $ � '.C.C) $ 0' GD 2. 6" Water Main 880 feet $ ICS• �'C_.' $ f' OC-.CG 3 . 12" B. F. Valves 1 each $r(:SC • C.'G $ ��, QQ 4 . 6" Gate Valves 1 each $ f 4 .0%C� $_ 34C,GG 5. Hydrant Assembly 2 each )O 6. Blowoff Assembly 1. each $ 7 . Temporary Blowoff 2 each $ C`(- $ FCC,C' C) B . 12x12x6 Tee 1 each $ 3SG.C.G 9 . 6x6x6 Tee 1 each $ ,SSC. 0C) 10. Rock Backfill 550 tons $ WOO $_ 6 56' Sub Total - Water System $ Z7YE<U. GO SANNITARY SEWER IMPRQV NTS 11 . 8" Sewer Main 1159 feet $ 1G, CC $ 12. 4" Sewer Laterals 1135 feet $ E• 00 $�_� 13 . Sewer Manholes 6 each $ I ZGO,00 $ ?�L, bC 14. Rock Backfill 1800 tons $ GO Sub Total - Sanitary Sewer 07 6T 7 p G0 _ STORM DRAINAGE IMPRCVEMENTS 15. 12" Storm Drain 329 feet ` $ 14 , CC $ 6(-6, C 0 16. Rock Backfill. 210 tons $ 1 ). C0 $ G, GG Total - Drainage Improvements $ C916, Go •:'_ -� �10J) 4417-VOL Rio K�4r� w VILLAGE AT SUMMER LAKE PARK NO. 2 BID JT .M SCHEDULE - Con 'd Page 2 of 2 Item Quantity Unit Prick Total STREET IMPROVEMENTS 17 . Excavation 4530 cu.yd. Lump Sum $10coo,00 18 . 16" Curbs 2150 feet $ 4 , 5 O $ 0675-, CC) 19. Catch Basins + l 2/each $ .ADO. U0 $ C'o . CC) 20. Rock .1 3075 tons D $A�B�,C� 21 . Class "B/C" .Asphalt 720 tons CC $ 2C� 22. Class "C" Overlay 320 tons $ C G $ 10yZy, Up 23 . Street Barr4.cade 2 each $ f C 0 • GO $ r_CC ,L'C 24. Monument Boxes 3 each $ iUUtA4 5 TL►GNrSTotal - Street Construction $ IjU•Gp UNDERCROUND UTIL.jTIES � 25. Conduit 880 feet $_ � •�=�0 $ 1,3z.Q,G'0 26. Trenching 1670 feet $ -5) O $ 27. Rock Backfill 90 tons $ 0 • CC) $ 28. Transformer Pads 4 each $ AS0.00 $ CC,GO Total - Underground Utilities $ PROJECT SUMhLARY Water System $` G, QO Sewer System $--A-711 6-7 C, C;Q Drainage System $ Street Construction $ �LL Underground Utilities $ G 6�s, 00 TOTAL $_ 167,C,I I . C 1 " L ( HV ,R , VILLAGE AT SUMMER LAKE PARK NO. 2' The unit prices hereinafter written are submitted with the clear understandi.,g that the actual measured qua'thtities may, vary some what from the estimate and that payment will be based on the unit price of each item. JL4 Item Quantity Unit Price Total WATER SYSTEM IMPROVEMENTS 1. „12" Water Main 410 feet 2.Y 6" Water Main 880 feet $ 10.00 3. 12" B. F. Valves 1 each $ `150.00-) $ 4. 64" Gate Valves 1 each $ ' 40.00 $ 3140,00 _.6}. Hydrant Assembly 2 each $ 1'Z iC)-C)O $ _ r - 6. r Blowoff, Assembly: 1 each $ 4OU.00� $�, • �O _4CO . , 7.r Temporary Blowoff 2 each $ 4-oC)'C< $' •FX7 8. 12xl2x6 Tee 1 each 350.'O3fit - 9. 6x6x6 Tee 1 each $ Z.2O•0C) M 11, 00 . G,oSQ.00 10. Rocky Backfill 550 tons $ $ 2'7 Zo.ou Sub Total - Water System $ _ SANITARY SEWER TMPROVEMEVTS 11. 8" Sewer Main 1159 feet $ t 0 $ II cOJb.00 12. 4" Sewer Laterals 1135 feet $ q?)-0C) $oj�Osp,pp 13 . Sewer Manholes G each $ l7-1001lM n,$-�-7t.ZA-.)o.p* �1; ooh � 81x1,6018114. Rock Backfill 1800 tons $_-;ice $ 4? 6,70,00 Sub Total - Sanitary Sewer $ STORM DRAINAGE IMPROV .N,Et1T..`' 15. 12" Storm Drain 329 feet $ ��• 4 16. 8" Storm Drain 329 feet r •w 1 OR w' ' �y VILLAGE AT SUMMER LAKE PARK NO. 2 Page 2 of 3 tLQ,, ID Quantity Unit Price Total STORM DRAINAGE - Cont'd 17.- Storm Cleanouts 4 each $ �(�'o $ �00 18. Rock Backfill 210 tons $--�� $ � .. 19. Catch Basins 2 each $ SC,0.DD $��oU,OO 20. Rip Rap 25 tons $^ 10.00 $ Z.,-0.00 X00 Total - Drainage Improvements $ `I STREET TMPROVEMENmS 21 . Excavation 4530 cu.yd. Lump Sum $ I n4ODQ.00J 22. 15" Curbs 2150 feet $ -4 •SOD $ 5 i 5. _ 14-, Jo � 0 - 23. Rogk 3075 tons $ '$ A�w 24. Class "'B/C" Asphalt 720 tons $ 7-D-00 $ Z0116 .00 _ T 25. Class "C" Overlay - 320 tons $_3 z "J $ 0,21417;00 28. Street Barricade 2 each $ (tet` OD $ 0,03 27 . Monument Boxes 3 each 28. Sidewalks 10750 sq.ft. $ •n•$ "" , , !�S ♦(,S,00 Total - Street Construction $ II�I!?F�Q;1�1D UTI .TTTh;S • )-SZo-oo 29. Conduit 880 feet $ 30. Tr1e'nchin9 1950 feet' Z R Z.5,00$ •� 1 ,00 9`10,00' 31. Rock Backfill 90 tons 4,►S�, �3 sem 12. Transformer Pads 3 ea�� '00 v0 $ � $� -`- 33 . Street Lights 10 each 15 SOC,W d 5,0o Total - Undergrcund Utilities $ r 1 �- p, a l i (`l s 12IF) CL /AA `` LU �ci , M � � 21 2 0 19 � 18 17 16 � 15 14 13 - � \`, � , T --., Scale. 1 50 \ 3 ., _ m _ .. A �� r • 2 -0 P� > Relay 23 L. F'. 8 " Sewer Kira to Ne Alignment as Re ' d L- , 2 a 6 ' Utility 1 - -r W Ge x c �. i w N q X la -- Easement for Sta. r4tt A-3 Sta +y7 F . -Ir, Electrical Power. / Length �-- '� Sta. Sta. ti Ey Sta. i>'10 Sta. 4101' Sta. 4+oz --_. �� -- • -- (Pv1• Z W Size/Mat �.),F�. Length sc>� ., PUL r- 1, f — �• / L Existing 12 1 y Length Size/Mat Size/Maty' Length ______ Length 3osF �_ "" 1, -�-- Length �o��` Length 9 C St-� 3t4� � Sta. +mss ; Size/Mat a'�Nvc Size/Mat�l"� ��r'vc vv � B. F.\ Depth Size/Mat Size/Mat4'1,,CLength sic F Ct Sta. z+el Length �� F ' i ' I I� B. F' Valve -- I�] ------- $ P Depth Depth De th — oe th Depth De th -- Length Zs F a"Pyc I , I 1 p -- P -- P -� p - —� Size/Mat I _ -- Size/Mat 4� i U 5� Q Depth __ Dept/ata Depth _ _ I �ul Connect to Existing �1"' (H 12" Water Main 54 1 5 49 48 47 46 45 44 42 with 12" D. I. _ o I �►� Install 43 I I 8 utility I '-----�-- _ r _ 6x6x5 7--- � Sta. A MH Easement M. J Tee ' i i I - t J 1 Length c >< - 1 _ - - �--- 8 U t i 1 i ty R- _ �. Size/Mat a,.F>„(, A-3 1 1 I �� / Easement � ! r' 1.- � w «) I Depth E � I � WATER SYSTEM. a ._ _._ _.v ._ ._w ,_ .. _ _._ �_. _ AI _ ti ---.— 5 2 I n s t a l l L 1 ---+� jH �f VV J -- •� B1 owof 6" D. I. j Io' - ►- -- `-tee 6 __ ,__ 1 . All work shall be in accordance with A. Assembly '- 777_747 ...-ftft W W. A, and Tigard Y T Water District standards and will be inspected b the (See Detail P Y -- -.—--- - � --- -5•- "�=- -- -- I , _.L-_ _ �_� ,o_ A VEN E-- Tigard `, D. I. Water District for the purpose of acceptance. _— _ ___ - � l Hydrant _y -- Install r sta• MHA 3 As e " 12x12x6 Cont.,actor to notify Tigard Water District prior to Length ��- F Ic' - mblY and 6ve �� stall 6" -_ 1 —' construction. (' M. Gate Valt nTee r M.,I• 2 . All pipe to be tyton joint, Class 52 cement lined ductile Size/Mat a°Pvc _ UJ I iron. Depth _ Sta. I lo' Gate Valve I� o'� UJ 3 " Length �c—F• 58 I' I to z+ -'I . Fire hydrant assembly consists of 6 MJ x 6 Flanged tee, : I (ZS • — a 66 Instali Q I Install 12" 53 Size/Mat awe I w I Length 45 L F , 6 " Flange by M. J. gate valve, 6 " M. J. x M.J. holding _ _-- 56 11 57 ' Depth - I 112 65 g q Sta. Z+-OZ Hydrant -J I M. J. B. F . spool , and Modern Mueller Centurion fire hydrant, A-442 , -�ID' e[ Size,/Mat "?vc Length 45 �F Assembly �I Valve VICINITY MAP Sta. 5*38 , ..t Depth Size/Mato"ovcand 6 " M.J . 6 " M. J. , 5-1/4 " MVO, 3-port ( two 2-1/2" NST hose 8 Utility I Scale: 1 - 2000 t.�l g 54 55 LenS;.�, 4�� Easement II - _ Depth Gate VAI connections, one 4-1/2" pumper ) , 1-1/2" pentagon � Sta. F+c3 Siz,e/Mat4_vvc Sta MH -I � � I 8 Utility - operatin:, nut, open lett, color : yellow. Sta. 7+ ;3 Length 4c>L F DF,, - � -�- 8 ' UtilityI 1 4 . Fire by 3rants shall be installed upon a pre-formed — g ` th Len th �� 'I Easement n�N $-I Easement I '�ength es c F Size/Mat I^PVC g 59 1 q Sta. concrete block with 1-1/� cubic yards of crushed 1-1/2 — — Si ze/Mat -: oL MH C Size/Mat 4„F•vc Sta. +5.9 Depth I 64 Le,1gth zsr.F drain. ock. Tar paper will be laid on top of drain rock �� Depth Length .-10 L.F. Depth °IR- 'j I Size/Mat a"yvc Sta- MH C- r z H O to separate rock from earth cover. - Size/Mat 4"Pvc -- - - - I Depth Lengt1, zs L F. 6�7 IV H •I 5 . Install poured concrete thrustblocks at least 8 feet - 1 j Iz' — Size/Mat 4•Gvc ql J Depth — 10 Utilit Easement I I v square of bearing surface at each tee and bend location. `'~ -i; Sta, 1+-10 I --- -- Depth _ J C-2. ' I c (I:Icluding Drainage) _ _ 6 . 36 ” of 3/4 minus gravel cover required for all mains in _ — __-__ _ -._ ..- _- _ ---_ _ f, Length 40i-.F I I Q � ' � Sta ! + mob �I streets, ' Size/Mat 2vs 60 I Length �s L. F. O 1 w g I I ! GENERAL 7 . All sanitary sewer lines 10 ' laterally or 3 ' vertically Depth I ! 63 Size/Mat 4°Fuel I 1 of ,later main shall be encased in concrete 6 " thick 10 ' _ _ from crossing. Where crossi.Q s are necessary, the must ' r / ->^- __L Q Depth _ Sta. Itb3 6R ti I g Y y / / '`� � � )o I � �� Length ��i.F � I I 1. All water and sanitary sewer imorcvements to be �-•� be made at approximately " �- r ' pproximatel 90 with at least 18 separation / / / i T r - - 2 I below water line. I L - �_ Size/plat 4"FlIC I constructed in accordance with the Standards of the City - -- 8 . All curbs to be in place prior to installingwater main. I Sta. 1+06 G �� l -- Depth _ ,� . 3� of Tigard, the Tigard Water District and the Unified V� Q _ _ Length 4•� 4.>. Sta. o+gl '10 Sewerage Agency. Improvements will be inspected during 9. Mains shall be tested at 150 psi for one hour. Maximum � i-' � -� — � ! I / f- -) /1 T Size/Mat 4"vvc 61 construction by these agencies, the Developer, the pressure loss is 5 psi. Static pressure = 90 psi. / f- - �- - / I Length zo� F I ' I / /- I ( // t'- / 1i Depth I � I I Developer ' s Engineer and a testing agency for the purpose 'Ct 10. p Size/Mat 4"Pvc Individual pressure-reducing valves will be required at / _ ,, L_ _ / _ l J , V L _ / v / I 62 q Sta. O3 to 2. Cof ontractornto�Obtain applicable construction permits and _�_ 5 Depth __ Length �o�.F 69 each meter location and will be installed and paid for by I Mat �"P'�� I I P P � � *,•, the Tigard Water District. Size/ I I I notify appropriate agencies prior to construction of all 11 . All mauls shall be cleaned and flu€,hed with potable water " Depth _ I improvements. IC prior to disinfection and bacteriological testing in _ - ' Install `Temporary s -� / y 3 . Extreme care shall be taken to preserve existing r ,� with T. J. Plug and I -- standards .. Cregon Sate Health ! I 1 Blowoff Assembly I I---- -- improvements, vegetation, property earners and .,.,� accordance with A.W.W.A. ot4� o- Division bacteriological tests are will be taken by the �� S -� -�� Sta. Is L F I Sta. 053 construction stakes. Tigard Water District anJ are required prior to placing '~- Straddle Block 3 Length I RS system into service. - -�� -_!_ —I r' Size/Mat 4"Pvc Length 3Oo- F I - Install Tem orar 4. One As-Built mylar of all improvements shall be provided (See Detail) — — P y _ _ Size/Mat �c Che Uevelo � Sta. o+sz � � � t., pth _ � ._ s' j I � Blowoff Assembly Y 9 per s Engineer. - G ----_ - , �"_' t> } tie C,t of Tigard b�� ' w 12. Tigard Water District_ will install copper services to � - -- _ Length so F -+-� I �,� I Depth � � with T.J. Plug and each lot. prioi to the paving of streets. Water meters - -- 4 Size/Mat 4" �' � LINE 8 I T_ Straddle Block will be installed by the Tigard Water District as s==-�_- Death -- --_ __-j �� I (See Detail ) � requested individually by each lot. LEGEND; �_ _ -�"-___ --__ —_�_ - -- __ _ ---- -- _ - - --- LINE C �►, Q +.. _ MH I Q 5 5 Existing Sanitary Sewer ---.` _ EXISTING ~"-- - ---s--__.__ _ -� C--1 -- SEWER MH - __ __�__-- SEWER SYSTEM: ---- Proposed Sanitary Sewer Q - ---- --- W- Existing Water Line - --_ 1. Sewer pipe and fittings to be PVC gravity sewer pipe cccc -a_- --- Proposed Water Line ----- conforming to ASTM D-3034 , SDR 35 with rubber ring type 0 � joints. Joints to conform to ASTM D-3212. --- - Proposed Water Meter 2. Sewer mains to be airtested following trench backfill and J (� qv v Existing Storm Drain compaction. Existing Pavement 3 , An air test report and a video report port (along with BETA video taprs) shall be submitted to the Cit ----- ---.-- y, prior to -- Existing Curb connection of any buildings, for City approval. e Proposed Street Light ®w Proposed Mail Boxes -.� APPROVSDAF ON TR CTION ISSUED BY DATE - 4't I I (CITY A D) �CC ENGR.OFFICE BY _L DATA-1-2-41 1J L OPLRAT,OFFICE BY _ DATC i i I 11 _ q Q 01 BLDG OFFICE M4M DATE _3 G .1 GEN TEL,CO. Rr _.�y�.- DA*[ x N -•.• N.W NAT,GAS CO. By t DATE 3 G + 7 II O Cj m0 U �'- U w _, P.G E CO. RY j� DATE G N� N a '� _ � a 200 Q (� _ - I `"'� �._ J I 2l!U - — - - ----- - - 1 ---► WILLAM.CABLE Co BY �i� DATc w r CC 0 O -- — 190 - - -- --- A �.•� � ---,aCQ. FpEL'DIST, Br DATE 0 O T..1,�-� 6Y `� S' *DATE �y w UNIF. SEW.AGENCY By DATE 3 1� 51 4 o �I KIM=935^ i u EXISTI►�lG _._- �' 0 m -� FILE COPY GROUND 0 0 = h I E 4" Ire + FINISH % Z Q i t I r-•^' - I - 1 9� I 1 N 0 - i - RIM_ I �C,o� 1.E. our 190 ---- I ,189 zZ �= Z �Z7R n RIM= v X150O S QW.O. No. 8834 OUT Deslgn 184 rn 1 l i I I ) I r i C3- /o Drawn f,.. r+. ✓ 1 4 _ F I E IN PaEM114EM�Nr i y.0 Date 4 �PNI}ARS( I�fs9 KF I ------5► ' ' - vi- 419 j%'� Qs Sheet 11 180 _._. -� 1152 'S4 Ivo PULL GONE) ®f7L I$2.°Jp 0 -- f F __ -- — -- 170 y� v r xlsllNG - N REVISIONS I l Kj�,? Q� No Descrlptlon / Date By i I KkLC1._/ATF_ N fD 19.117 CI E IN 1 I a CITY nEveiw 2/T/199 LINE A /�/� EXISTING," ri s )5 1 �' LINE B I LINE ! C I L au Sc le: Horiz. 1' - 50' Vert. 1' -1 5' 1 Scale: Aorlz. 1" - 50' Vert. 1' - 5' Scale: Horiz. V 50' Vert. 1' - 5' 14 14 I 170 0+00 1+00 2 +90 3 100 4 �00 5+00 6 +00 + Q _ 7 0 170 ,13� �_ 1+00 2 +00 1 0+00 1+60 2 00 160 « �� y.�... -,_t _._.. .�• .. .. �__,. ...... .w.r......�, - .. t .,•.r�. , » M� I PRINTED l'F ; !�Y I► I III i � i 1 ( 1 1 1 t�► i i 1 i"I II1 Iu r 1 II t 111 rI I I ) I I I ,.• •N....,� i I I ( IIIIIII 1 �I I � I 1 I 1 � ( l � � ( � ( I I It1�111�11 1111111 Iil�r)1 IIIIIII Illltll 1111!It IIIIIIIIIIII111 IIIIIII T11(/11 1111111I1111111(IIIIiII � 4 NOTE: IF THIS MICROFILMED --�""�--- I 2 3 4 5 6 7 9 I�0 11 i 12 I ' a-. DRAWING IS LESS CLEAR THAN THIS NOTIGe,-Tl IS EOA TO QUALITY OF THE ORIGINAL L''2AW I NG. - - — -- -- -----— -- - - -�_. BE dZ aZ cZ 9Z SZ 1PZ EZ It. la 0Z 61 of LI •I SI tri CI al I I 01 S • L 9 S b E Z 1*16190 •,/' , ,„. _ __.._.. ��G�u1111111u1111111nniN111111111u�j1111111t�it{IhtuluuiEuuln/flurt�ubn1�u111111tN1�111t1n11�11}111111�MI In111111�111 11u11u11nIIItI111utIIIWI�'lll�llu�lhlul!rtllluJ�ltttl JULY 9 19 94W � 37 I , 34 � . '00 7j,11 36 Z LAURMONT - -- DRIVE - ~� + - - � ''' 1 ' - o - ---- -- - / l l / 0 UAUA Scale ' 1" = 50 -- 1 - -- - -- - - -. -- - - _ - - / 35 {---•• _ 21 - - - 12iU-i a _0 clot MTM 35 _ o /� �_ >_ O f�V I �` / 1 PR C T 1 �wrr.wr� I Z ° 4 _ i 20 19 18 17 16 15 3e Q _ }� O 14 .` tPo� �� W W ' CT v � 13 Jr Q 8 M M I RR L Q IN E p Q � KCc SCHOOIL BENCHMARK , r End Existing CuA rrm rb - ;1� °o 6 ' Utility Eley. 186 .38 1 .' L� Y Q�.." / � ) CURB DATA : =� I I Z ElectricalEasement I 118 No. Radius Angle Length s,, w 9 R-�? cc !)._ N - w s o 4 11 0911 81 . 821 0 I� 2 25 .00 ' 860 34 ' 40" 37 .78 ' �. 1 51 50 49 48 47 46 45 44 43 42 1 - R-25 , _ �,�, - �.►� ��- 3 183 .00 ' 180 11 ' 41 " 58 . 11 ' - TOC = 188 .96 4 217 .00 ' 18° 11 ' 41 " 68 .91 ' 4j 8 ' Utility I / 5 42 . 00 1 2550 18 ' 06" 187 . 15 I ` Easement 4 ill = 189 . 13 -� -- -- --- ---- - -- - --- - - - - - = 189 .42 - ' 6 25 . 00 ' 750 18 ' 06 " 32 . 861 � _ 189 .73 _ _ 1 117 7 25 . 00 ' 900 04 ' 19" 39 .31 ' TOC = 189 .94 LLIV) 8 25 .001 89Q 551 41 ?9 .241 I 5 ,�, -,� __ ____- ,.• (/1 �{ __ --- -- -- w. - g. . . .. .. - • �_- ----_'_ "+ �°A , �o VICINITY MAP - - _ o __ _- 'rr o Scale: 1' = 2000' _ I ,�- - - -- -- T^C = 194 .60_ - .�+ ,--- - _ CV 116 ' 12 Mailbox �- , = 194 .27 �, TOC = 192 . 96 U Cluster f � = 193 .69 4 p p r 193 .08 `~�-- TOC = 190 .00 �+ + 3°=' v 4 L )310 0 L = 193 .08 L = 189 .78 GENERAL: / TOC - 192 .75-LM. = I \�\- = 1 _ * ` 53 \ . 3,.c�o 4 L - 92 .97 f L _ 189 .46 Q - _ 8 Utility 58 �- TOC = 191 .75 4 L = 189 .16 4 0 ' O / 1 . All s .t, water, sanitary sewer and storm drainage Easement -----�{ �, / TOC = 18 8 . 9 8 d-� 8 ' Utility I imprc encs to be constructed in accordance with the �� t� 8 ' Utility j I * I I 65 Easement 66 Stanu, -is of the Citv of Tigard, the Tigard Water District O Easement 1 5G 57 I Q ' � I .. and the Unified Sewerage Agency. Improvements will be I \ / i 12 Mailbox - TRACT *C' Install 5!� 55 Cluster 8 Mailbox 7 inspected during construction for the purpose of (� 0 / Install 7 59 : ; �, r� Cluster I + - acceptance. Cleanout Tee , ' n 2 . Contractor to obtain applicable construction permits and I -:3 Install Wye 8 utility = 6'4 I , ',r IF , I �� PRIVATE STORM LINE agencies I i1, M l notify appropriate a prior to construction of ��11 . S IPa49 5 and Cleanout I Easement I 8 ' Utility � � 6 7 Z improvements. O �- } - -- s -7- / /., ••,.•• `_ I E I Install 10 Utilit Easement Easement a r I 3 . Extreme care shall be taken to preserve existing O •••..•� 19 ,, Cleanout ( Including Drainage) \, I - - improvements, vegetation dnd survey monuments O y . I I ' .p z ,z I 5 _ - 2 I L,rk _____ ('� 4 . Streetlights shall be installed in accordance with Cit of U �'J T' y / •• - r - - . r 5 O Lu S �� -___ ' Install 1..7 LF - 60 I � I �� t i Tigard approved Portland General Electric layout. Q QC LLJ 115 I -z x 8" PVC s=1 .0$ --� ''- 63 v � ,� �! 5. One As-Built mylar of all .improvements shall be provided , �' Install 1Q8 LF Install Wye y, s ' t to the fit I -� Future 6 8 PVC s=1 .0% and Cleanout I + �4 Q w`� 68 I y of Tigard by the Developer' s Engineer. ('� O Utility zl • `J 0) I Easement D �, I (� Rip Rap I M �\ L // /Pipe O u t l e = I - I � i3 `I STREET CONSTRV^TION: LULEGEND. D7 61 co !C 62 1 . All roadway excavatiGn it construct-!on, S' Existing Sanitary Sewer 1 � �� a� ' I I I � I y fill CIO subgrade � C } - - --- - 1 - '� \ ' I 69 preportic�n, aggregate base, surfacing, prime coati and 114 I o - •,�- Existing Water Line I rLy t �_ paving will be done in accordance with the APWA 1980 -� Exiting Storm Drain __L_ � / UtFutuility e 5 ' ' 8 ' Utility I 6 o Standard Specifications. C/) b Easement l r, Easement i I �z 2 . Roadway area v►_' thin street right-of-ways to be cleared of 1 Proposed Storm Drain - __ 28 �>' � ' � i �� _ , . all surface vegetation including trees, stumps, brush, � ` g - - - Ty ' ~ Rip Ra - I _` ConstructTemporar - --�___I roots, weeds, grasses and debris and grubbed to remove Existing Curb p pBarricades y all stumps, roots, buried vegetative matter and debris to Q .W. - Proposed Curb _ _ _ Pipe Outlet `" l�s�z\1 n�.r,p Rip Rap a depth of 6-inches below grade. Waste materials to be J - -- -- S / ppin js to be placed in back of �•... �' Proposed Pavement - _ �-- ,__ wr\o CAIII Cutlet removed from site. Stri O lots as directed b Engineer. _ _ 3 . Roadway rough.--- -- -- - -- - ---- Drainage Direction � � _h .�� y to be h gy graded to match existing topography UR o Proposed Monument Bux y prior to installation of underground utilities. V � � f - --- - - - 4 . Fine grade and compact roadways prior to placement of Q ® Proposed i ti�ou �E► STORM DRAINAGE `'-- - • --AV otoc�--- 4 rock . Proof roll streets to 95% of maximum density as ' :Street Name Signs _ - - I --,-- - --.--- s.-- _ I per the AASHO T-99 test method, scarify and sprinkle __ water on subgrade if necessary to achieve above J 1 ( 113 • Proposed Bike and Wheelchair Ramp 1 . Storm sewers to be C-14 , Ciass 2 concrete pipe. Pipe to - -- - compaction. -� � e Proposed Street Light be installed without gaskets. -__ 1 5 . Second lift of asphalt shall be placed following build-out 2. All lots shall drain to the public storm drainage system. _ of 75% of the residential lots or as directed by the Cily �+ Proposed Mail Boxes Roof drains shall meet weep holes in curb. of Tigard. Sweep, flush and clean pavement before Curb Data - __ _-_ --------- applying tack coat and second lift of asphalt. j zl g IJ J v � WO � Iv v N I 'p I � � � i J oC . I rp oA to I o �. U' J Y W 0 u� � �! J d. m U = i 7 W r„ a U �� 00I I U 3 I - m to 1(1 N N m ' N O J 7 U1 V V I rA U r N ►- < - � � OC 0 �, OL to z v ID m, o I�[ v W I `^� II �r W w �I✓ v f- at U) oe 2AU. Ce it „ „ rnI 6)W �� d 41 V L ,�, '^� N g 3 ,, 0 �) ac N II N t✓ oC Z �l N �. �! O o 0 200 W111 „ „ 8 IQ +W I --- -- �' Jor V Il) - ,p `9 d6 F- E- 0 - F„ W do - I u u MI U �� N In� d M TC•G= FINISH �t KIM= W y U ' 0 3 li 11 + t J 7 O 0 -1 O 0 E' 4 a pt 1 ID{ -,_ n �i �' t - -" --- --- - -- __ /I°�°�l9 � 1 v p1 to N 111 J J -I a J 0, 0 0 N + + --�--- + �- - - - ��, - ---- - - w -- -- " - - 2 0 Q a -- -- - ___ - -- 210 a o rJ 'n N N l!I N E.F 7 KI W - - / tv oe O r r o �+ - z 0 + 6' ± _ �-- �- _ / ZbC) OI I V v Z n„ M ul�r�l r�-I �I' NIS �I 81 o O 0 00 0 0 O _ I�t3 !03 I ,, QC .r W ac l 0 Q = r- OD Q I �/'' L Z% f-�j W W 0n m l0 OD nl Y w +1101 Rim= i �� I I I UJ a cp + + + + N �, t z (A I!1 61 R I W 19'S 5.9 a M p a �}- N 0 o p r i- N Q 0 m + - 10)4 60 I I I U)r- NI +r DEFT Raw _ I ¢O Cr = t I t 193 9_ f i + d'Q (i1 _ ` _ ----/ - I c R U N D 'A I 0j Q 133 z4 19451 �! 1 Q (� TOC= 2 + Q U0 + RIM= r' 193.14 193.99 AT Igo og o �'19Z.15 R� w � a . 190 Ig�ZZ I U \CaHT RAW '3fo% i -� Inc tc 191 FF - �� __� / - ""5`Z lo'Z gA°_Y,FI _ ` _ PROPn ED c�7 I fI _ - -- `J Z.IZ` TOC ire Sri° -�- a I _9190 94 200 189 z o/ ! _� _.- - - - - ---- ,, L I - -- --- --- - -- - I I `DUT TGC= i \ '� y W.O. No. . 8834 FINISH ►89."t5 / \ �= J Z'�o I .000 ZOO.Io Zoo o9 199. 1 19970 r �.7�/ Deslgn I I 199.E ._- -� 1_ P.G'��\� v)\°l" I E 007- I.E IN t °�5 19x.49 1�9.ZS 198.6(. 198.76 198 f�3 Drawn s✓ e 189.06 ►8925 Date o s - L L S- -z V 9e Gtr' 11 35 .C. 184 5� �2 1 STA Q I _ 5.68 I S 1 1hQ pt P I =ZOO I� I Oo V.c . �/ / Is3.'l l �1O �' J 180 _ � `.7TA P ► Z t sf� I1s2 Oq lal.8� �P r l of - - 161.12 3 f�----__------- - -- - __ ----- - -- 1 -._. ---- ----- --- ----..- 190 REVISION S 181.8 . j I IF-uT I-)RE / ---- 1_79 .1'u1T � 100 V.0 No Description / Date By IE Iry I'll . l+ sn CITY REVEIW 2/10!89 ,,". - S.W . 130TH AVENUE II `��" ' ' 1 r'+ �� S. W. TAMERA LANE SW130TH CUL-DE -SAC I - S L E_\4 t✓I 18C)5`I -- ---•-- S. W. Scale: Horiz. 1' 50'i Vert. 1' - 5' I Scale: Horiz. 1• v 5-0 Ve t. 1' Q 5' Scale: Horiz. 1" 50' Vert 1" 5' 170 0+100 1+ II -- O0 2+'00 3+00 4 +00 5+00 0+00 1+00 2+ 3+00 4 +00 170 0 00 1+002+00 + - 3+00 180 r • M.A.MM+IY• aewl..,;b - .►-«r.. � �..sc- .r+..s."M..w. ...�... , ..Yl,..y ".� , � .. � .. _,... --v.-+-=Z PRINTED FE 0 -.: , •, " �' Ib 1�111�1 III IIIIFII ��1�1(i 1IT-P I�111�( 1!1 r �� t I t ► I I I 1 111 II ISI ISI ISI rt1 I�I I�( ISI I�I III ISI IlI III III III Itl III III SII III III III ItI -t - ! f I � I � I I I � I I I � I � I I I I � I I I ) I I I � I I I NOTE; IF THIS MICROFILMED �- I 2 3 4 5 6 7 8 9 1�0 11 12 DRAWING IS LESS CLEAR THAN THIS NOT I,kj-'2T IS DILE TO _,-? QW ITY OF THE ORIGINAL RAW ING. - OE dz Be t2 Be sz 1z EZ ZZ IZ 0Z 61 BI t 91 Sl II 01 . ��t�lirlllnllllullnnlllnllllllllulul�uilutlltUlhulIlll�hffli..u111,�,ul��tIIullhtulnnlmlln�Ilul�lNuh�ul�tn In►InnhlltftntluttlttN�tndtnduttl�t�tt�lMlll�gtllmilullnlllnttluubuluultlu�lill�tul►tultttt�uulttn JULY 9 1992 M VILLAGE: ' 7T SUMMER LAKE PARK NO. 2 " Page 3 r.`. 3 PRQJECT SUMMARX . Water System $g^ ► n c_"� 2'7� t,Zo/ .4 Sewer System L'rainlge System Street Construction Undergi ound Utilities r TOTAL BOO(,.0 � Irl 1 •R' R iin M 1 i 14 R MIR A,4 LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 5 January 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 Portland General Electric 14655 S. W. Old Scholls Ferry Road Beaverton, Oregon 97005 Attn: Mr. Jim Johnston Re - VILLAGE AT SUMMER LAKE PARK NO. 2 - Tigard Dear Mr. Johnston: Enclosed for your review and approval please find two sets of the construction piens for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements " to the: proposed 28 lot subdivision VILLAGE AT SUMMER LAKE PARK NO. 2 in the City of Tigard, Washington County, Oregon. Please proceed with the engineering and preparation of cost estimates in order to provide underground electrical sF,rvice to each lot and streetlights. Trenching will be provided by the developer, OR-AK Corportation (Gordon Hobbs, President, Phone - 684-6541) . Should you require any additional utility easements for electrical service, please notify me as soon as possible so r that the easements can bp drawn on the plat prior to recording. Please provide this firm with a copy of your engineering layout and cost estimate so that the trenching and conduit improvements can be included in the project ' s Contract Documents. Should you have any questions or should you need any further information, please feel free to give me a cE ll. Thank you. Sincerely yours, Leonard A. ydell, P. . , P.L. S. LAR/j encl : as stated cc: OR-AK Corporation City of. Tigard PLANNED DEVELOPMENTS + RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - Land Surveyor 5 January 1.989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 U. S. Postal Service Address Information Systems Portland, Oregon 97208-9608 Attn: Mr. Mike Krygier, Supervisor Re : VILLAGE AT SUMMER LAKE PARK NO. 2 - Tigard Dear Mr. Krygier : Enclosed for your information and use please find one set of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements " to the proposed 28 lot subdivision VILLAGE AT SUMMER LAKE PARK PARK NO. 2 in the City of Tigard, Washington County, Oregon . Construction will commence following approvals and suitable weather. Please provide this firm with the location of the mail boxes for the project. When you do so, please avoid conflicts with the proposed water meters. Should you have any questions, please call me or the Developer, Gordon Hobbs, Phone: 684-6541. Should you require any additional utility easements for the mail boxes, please notify me as scon as possible so that the easements can be drawn on the plat prior to recording. Should you have any questions or should you need any further information, please feel free to give me a call. Thank you. Sin rely yours, V ed Leonard 4A. el 1,"P. E. , P.L. S. LAR/j encl : as stated cc : OR-AK Corporation City of Tigard PLANNED DEVELOPMENTS a RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 5 January 1989 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 General Telephone 12160 S„ W. Main Street Tigard, Oregon 97223 Attn: Donna Donaldson Re: VILLAGE AT SUMMER LAKE PARK PARK NO. 2 - Tigard Dear Donna, Enclosed for your information and use please find one set of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements " to the proposed 28 lot subdivision VILLAGE AT SUMMER LAKE PARK PARK NO. 2 in the City of Tigard, Washington County, Oregon. Construction of the project is scheduled as soon as weather and obtaining approvals permits. Please proceed with the engineering in order to provide underground telephone service to each lot. Trenching will be pro.-ided by the developer , OR-AK Corportation (Gordon Hobbs, Pr -. silent , Phone : 684-6541 ) . Should you require any additional utility easemei;ts for telephone service, please notify me as soon a; possible so that the easements can be drawn on the plat prior to recording. Please prov ' :e this firm with a copy of your engin,:.ering layout so that the trenching and conduit improvements can he included in the project' s Contract Documents. Should you have any questions or should you need any further information, please feel free to give me a call . Thank you. Sinc rely yours, Leonard A. Ry d 1 , P. E. , P.L. S. LAR/j encl : as stated CC ! OR-AK Corporation City of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUI►DIVISIONS WATER, SANT i ARY SFWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS 9 SOLAR-CONSERVATION HOMES w w w LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 5 January 1989 601 PINEHURST DRIVE; NEWBERG, OREGON 97132 (503) 538-5700 Northwest Natural Gas Company 220 N. W. 2nd Avenue Portland, Oregon 97209 Attn: Mr. Ronald D. Polvi, P. E. , P.L. S. Re : VILLAGE AT SUMMER LAKE PARK PARK NO. 2 - Tigard Dear Mr. Polvi : Enclosed for your information and use please find one set of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements " to the proposed 28 lot subdivision VILLAGE AT SUMMER LAKE PARK PARK NO. 2 in the City of Tigard, Washine,ton County, Oregon. Construction of the project is scheduled as soon as weather and obtaining approval permits. Please proceed with the engineering in order to provide underground gas service to each lot. Should you require any additional utility easements for gas se'rvice , please notify me as soon as possible so that the easements can be drawn on the plat prior to recording. Please provide this firm with a copy of your engineering plans so that I can review them for potential conflicts. Should you have any questions or should you need any further information, please feel free to give me or the developer ( Mr . Gordon Hobbs, Phone 684-6541) a call. Thank you. Sin erely yours, f7 eonard A. Rydel , P. F. , P.L. S. LAR/j encl : as stated cc ! OR-AK Corporation City of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS . SOLAR-CONSERVATION HOMES LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 5 Jhnuaty 1989 (503) 538-5700 Washington County Fire District No. 1 20565 S. W. Blanton Aloha, Oregon 97007 Attn: Mr. Gene Birchell Re: VILLAGE AT SUMMER LAKE PARK PARK NO,, 2 - Tigard Dear Mr. Birchell : En.-,losed for your information and use please find one set of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements " to the pc-oposed 28 lot subdivision VILLAGE AT SUMMER LAKE PARK PARK NO. 2 in the City of Tigard, Washington County, OrFaon. Construction of the project is scheduled as soon as weather and obtaining approval permits. Please review the fire hydrant locations to ensure that they meet fire department requirements. Should you have any questions or should you need any further information, please feel free to give me or the developer (Mr. Gordon Hobbs, Phone 684-6541) a call. Thank you. Sin erely yours, Leonard A. Rydel , P. E. , P.L. S. LTJ encl : as stated cc: OR-AK Corporation City of Tig-.rd PLANNED DEVELOPMENTS • RESIDENTIAL SURDIVISIOI.S WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOM'-S 11 LEONARD A. RYDELL, P.E., P.L.S. Consulting Civil Engineer - land Surveyor 601 PINEHURST DRIVE, NEWBERG, OREGON 97132 (503) 538-5700 CONTRACT DOCUMENTS FOR MDL�Q�� 7 SUMMER LAKE PAR K NO, 2 STREET, WATER, SANITARY SEWER, STORM DRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS E'o_ a 28 Lot Subdivision Located in The City of Tigard, Washington County, Oregon 4 JANUARY 1989 Prepared for OR-AK Corporation P. 0. Box 2302 Lake Oswego, Oregon 97035 Phone: (503) 684-6541 �gl— 0,Ft,; Cellular : (503 ) 778-0548 / 5��G x •+� ftE 'UN � 1 � (� 1 St 22,�� G .,G i '10. Il89 PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS a SOLAR-CONSERVATION HOMES AGREEMENT 5_� THIS AGREEMENT, made and entered into chis _� / _ day of. -4-enuary 1989 , by and between OR-AK CCRPORATION, Party of the FIRST PART, herinaf'_er called Owner, and QUALITY ROCK C04PANY, Party of the SECOND PART, herinafter called Contractor. WITNESSETH: That the Contractor,, in consideration of the payments to be made and promised to be performed by the Owner herein specified, hereby covenants and agrees to furnish all labor and materials for, and to construct and finish in full compliance with the Plans and Technical Specifications in a most substantial and workmanlike manner to the satisfaction of the Engineer for the Owner, the work more specifically described in the Contract Documents and Plans for the STREET, WATER, SANITARY SEWER, STORM QRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS to VILLAGE AT SUMMER LAKE PARK NO. 2 in the City of Tigard, Washington County, Oregon, hereto attached. _ The work to be done and the class of materials to be furnished shall be in Ceccordance with the Proposal made by the Contractor on the � W1 day of January 1989, all in full compliance with the Contract Documents and Plans referred to herein. Copies of the Proposal under which the work is to be undertaken, as well as the Plans , Special Conditions and Technical Specifications ace hereby made a part of this Contract and are mutually cooperative therewith. Anything s'hoWn or called for in one section of the Plans and Specifications and omitted '.n another is as binding as if called for and included in both. Any work not .erein specified which may fairly be 'implied as included in this improvement shall be done by the Contractor without ,additional compensation. IN WITNESS WHEREOF, parties hereto have caused these presents to be executed in triplicate. Party of the FIRST PART Party of the SECOND PART By L Gordon Hobbs, President By 1 �� `l��`7 Darrell Hayden, President 1j4 UR-AK Corporation Quality Rock Company Tf'C? S "Mor fl v- PROPOSAL OR-AK Corporation P. O. Box 2302 Lake Oswego, Oregon 97035 Attn: 'Mr. Gordon Hobbs, President Re: VILLAGE AT SUMMER LAKE PARK NO. 2 Dear Mr. Hobbs: The undersigned bidder declares that the only persons or parties interested in this Proposal are those named herein, that this Proposal is in all respects fair and wi'thout 'fraud and that it is made without. collusion with any representative Of the Owner. The bidder further declares that (a) he has examined the Plans, Technical Specifications and other proposed Contract Documents, (b) he has determined the extent, character and location of the proposed work, the nature and type of excavation to be done, the location and condition of existing streets and roadways giving access to the site of the work, and the topography of the site of the work, and (c) he has personally inspected the site of the work and has satisfied h-.nself as to the conditions of the work involved, including the fact that the description of the work and materials as included herein is brief and is intended only to identify the said quantities with detailed requirements of the Contract Documents. The bidder does hereby propose to furnish all materials, tools, equipment and appliances, and to perform all labor and work necessary to construct and complete the STREET, WATER, SANITARY SEWER, ' STORM DRAINAGE AND UNDERGROUND UTILITY IMPROVEMENTS to VILLAGE AT SUMMR LAKE PARK NO. 2 located in the City of Tigard, Washington County,' Oregon, and all specified work appurtenant thereto, in accordance with the Plans, Technical Specifications and Change Order Documents prepared by Leonard A. Rydell, P. E. , P. L. S. , for the sums set forth in the Item following Bic] Schedule. Name of Bidder : Qual ' y Rock Ckomany� _ - Address: 2,1&30 S. W Farmin9 �$ legon 97007 Date -Q/�1 + W. IMA 11 �+ VILLAGE AT SUMMER LAKE PARK NO. 2 Tigard, Oregon Page 1 February 27 , 1989 A. SANITARY SEWER IMPROVEMENTS 1 . 8" Sewer Main 1159 l . f. X $ 12 . 70 $ 14, 719. 30 2 . 4" Sewer Laterals 1135 l . f. X 9.00 10,215. 00 3 . Sewer Manholes 6 ea . X 1500.00 9,000. 00 4 . Rock Backfill 1800 Tons X 5. 55 91990. 00 Subtotal $ y3,9ay. B. STORM DRAINAGE IMPROVEMENTS 1 . 8" Storm Drain 300 l . f. X 10. 45 $ 3, 135 .00 2 . 12" Storm Drain 329 l . f. X 12 . 90 4 , 244 . 10 3 . Rock Backfill 210 tons X 5. 55 1 , 165 . 50 4 . Catch Basins Std . 1 ea . X 680.00 680. 00 5 . Storm Cleanouts 4 ea . X 150. 00 600.00 6 . Rip Rap 25 Tons X 38. 00 950 . 00 7 . Inlet M.H . 1 ea . X 1100 . 00 1 , 100. 00 Subtotal $ 11 , 874 . 60 C . WATER SYSTEM IMPROVEMENTS 1 . 12" Water Main 410 1 . f. X 19 .00 $ 7 , 790. 00 2 . 6" Water Main 8HO l . f. X 12 .00 10 , 560. 00 3 . 12" B. F . Valves 1 ea . X 635.0[1 635 . 00 4 . 6" Gate Valves 1 ea . X 2614 . 00 264 . 00 5 . Hydrant Assembly 2 ea . X 1500 . 00 3 , 000. 00 6 . Blowoff Assembly 1 ea . X 275 . 00 275 . 00 7 . Temporary Blowoff 2 ea . X 250. 00 500. 00 H . 12 (12X6 Tee 1 ea . X 275 . 00 275. 00 9 . 6 X6 X6 Tee I ea . X 130.00 130. 00 10 . Rock Backfill 550 Tons X 5. 55 .'•,052 . 50 Subtotal $ 26 ,k"H1 . 50 D . STREET IMPROVEMENTS 1 . Mobilization LUMP X HH00. 00 $ 8 , 800. 00 2 . Excavation LUMP 4530 c . y. X LUMP 11 , 345. 00 3 . Errosion Control LUMP X 4000. 00 4 ,000. 00 4 . 16" Curbs 2150 l . f. X 4 . 35 9 , 352 . 50 5 . Rock 3075 Tons X 8 . 85 27 , 213 . 75 6 . Class"B/C" Asphalt 720 Tons X 28 . 00 20, 160 . 00 7 . C1899"C" Overlay 320 Tons X 31 . 65 10, 12H . 00 H . Street Barricade 2 ea . X 500.00 1 ,000 . 00 9 . Monument Boxes 3 ea . X 200 .00 600. 00 Subtotal 92 , 599 . 25 w VILLAGE AT SUMMER LAKE PARK NO. 2 Tigard, Oregon Page 2 E . UNDERGROUND UTILITIES 1 . Crossings 4 ea . X 630.00 $ 2 , 520. 00 2 . Trenching 1670 1 . f. X 1 .00 1 ,670. 00 3 . Transformer Pads 4 ea . X 275 .00 1 , 100.00 Subtotal $ 5, 290.OG PROJECT SUMMARY A . Sewer System $ 43,924 . 30 B. Drainage System 11 ,874 . 60 C . Water System 26,481 . 50 D. Street Construction 92, 599. 25 E . Underground Utilities 5, 290. 00 Total 180, 169. 65 Stipulations to above prices : 1 . No rock excavation. 2 . No sidewalks . 3 . No comparted fill . 4 . No street lights. 5 . Any washing required prior to second lift of A . C . will be at additional. cost . 6 . Price for second lift of A . C . is only good for 1989. The unit prices hereinafter written are submitted with the clear understanding that the actual measured quantities may vary some wha" from the estimate and that payment will be based on the unit price of each item. SPECIAL CONDITIONS CCENER 1. All work to be performed to City of Tigard, Tigard Water District, Unified Sewerage Agency and APWA 1980 Standards and will be inspected during construction by the Owner, the Owner' s Engineer and Carlson' s Testing for the purpose of acceptance. 2. Contractor to provide protective liability insurance to the Owner. Insurance requir(:ments as per Section 31-3 .04 of the APWA Standard Specifications for Public Works Construction which includes the following limits: Bodily Injury $100,000 each person $300,000 each occurence Property Damage $50 ,000 each accident 3 . Payment for over excavation and soil stabilization due to existing conditions shall be agreed upon between Owner and Contractor prior to doing additional work. 4 . All permit fees to be obtained and paid for by Owner except for normal contractor' s business licenses. 5. Payment for all work done to be made monthly by Owner unless arrangements are made otherwise between Owner and Contractor. Contractor shall submit in writing to Engineer an estimate of all work performed the proceeding month not later than the 25th of each month. Engineer to review estimate and forward to Owner not later than the 1st of each month. All estimatN!, shall include truck tickets for rock and asphalt delivered to the project. Each rock ticket shall be marked with the project name and "WATER", "SEWER", "STREET", "STORM" or "POWER" depending upon the use of the rock. The Bid Item for "Rock Backfill " shall include pipe bedding and trench backfill. 6 . Contractor to protect and not disturb all survey monuments. Monuments disturbed through the negligence of contractor shall be replaced at Contractor ' s expense. 7. Contractor shall maintain accurate AS-BUILT records and shall submit them to Engineer after completion of work. Sanitary sewer information shall include location of tees measured from center of manholes, length of lateral and depth of laterals at end of lateral. Water information shall include descriptions and locations of all fittings. Measuir-ments shall. be from center of nearest valve. M a VILLAGE AT SUMMER LAKE PARK NO. 2 LESS AL CONDITIONS - Cont'd Page 2 of 2 GEN Ar. - Cont'd A. OR-AK Corporation, hereinafter called Owner, reserves the right to reject any or all Prcposals and to waive any formality or technicality in any Proposal in the interest of the Owner. WATER SYSTEM i 1 . Payment for all water line and assemblies and mainline fittings shall include testing of the water system improvements to the satisfaction of the Tigard Water District as well as providing and installing thrust blocks and all parts including nuts, bolts, gaskets connections, valve boxes and etc. required for the assembly. SEWER SYSTEM 1 . Video report of sewer system to be coordinated by the contractor and paid for by the Owner. STREET mTny 1 . Bid Item for Excavation shall include the removal and offsite disposal of trees, buildings and other debris witlAn the project or easements appurtenant to the project. It shall also include fine grading and compactio,i of the subyrade, curb backfill and grading and shaping of the lots for drainage and appe:,,-ance following completio!i of the work. 2. All excavated materials placed at a death of over 1 .0 feet on future buildable areas shall be compacted and tested by Carlson Testing. Contractor to contact ! 88-53978 STATUTORY WARRANTY DEED Washington County J DON Uf2lS5ETTE 6U1L0r•.R INL„ AN ORI(,ON (_] TORAIION I n -- ly conveys and warrants to � I�Y ( c, ,h t Grantor, Grantee. the following described real property free of liens and encumbrances,except as specifically set forth herein Y1_ SEE EXHIBIT A ATTACHED, 5111},)f.Cl TOt 51-AlM ORY POWERS AND ASSESSMENT OF UNIFIED SFWERAGE AGENCY, EASEMENT RECORDED SEPT, 17, 3.979 FEE NUMBER 7937928. EASEMENT RECORDED OCTOBER 16, 1979 fF(i NUMBER 79042700. AGREEMF.N1 RECORDED JULY 24, 1.984 FEE NUMBER 8401.8940, TERMS AS STIPULATED NOVEMBER 20, 1581 CASE: NUMBER 870647C. This property is free of liens and encumbrances, EXCEPT': o THIS INSrkUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING 9 T(IIS INSTRUMENT,THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES. Lrhconsideration for this conveyance 1.s S 1 J4,161'/') _ ^(H--•pA M,A,M pa,m won,I ups O mO� tz rlIq�R s I l .I „7 7 r _ s► �L�_ CORPORATE ACKNOWLEDGMENT STATE OF OREGON,County of )sad STATE OF OREGON.County of )ss, The forcl; n` i trurtmrr”// ackp edged b�f je The foregoing instrument was acknowledged before me his 5—i r ay of/ L 19 •�l/._ me this -- by_ day of_ 19 -- UON R1,.ET F tl f I�:,, b y vnd by of a corporation,on behalf of the corporation. " Notai% lhiblis 1411 ( tcgml Notars I'uhGc for Oregnn - - My cmnmisslon cspuc (I/(�.y( \h coninimitm Cspire . 9 L^ ssm I IIIb til'A( I RFSLRVED FOR RECORDER'S JSE Title Order No.. 3Kti7 O Escrow No. -- Ager recording renin 1r w a � EUIBIT "A" L 1a N D D B V $ L O P X $ Y T C 0 N 8 D L T A M T 00 I M C. 4444 PLANNING -w CIVIL ENGINEERING u>► SURVEYING ►>» 209 N. E. Lincoln Street Hillsboro, Oregon 97124 (503) 648-4061 Bob Oquist, PLS Ryan O'Brien, Planner Jim ml.!t. PE [hrfs Redeaul, Planner Ed Sconfients, PC A portion of Lots 12 and 13, "ASH VALLEY TRACTS", a plat of record, .and a portion of the southeast 1/4 of Section 33, T.1S. , R. 1W. , W.H. , City of Tigard, Washington County, Oregon, being more particularly described as follows: Beginning at a point on the east line of said Section 33, which bearG N0'00027"E, 1165.76 feet from the southeast corner of said Section 33; thence leaving said line N89.59033"W, 15.00 feet; thence N0.00'27"E, 143.91 'feet; thence N44.40001"W, 100.53 feet; thence N61.40113"W, 191.05 feet; thence H45.10108"W, 118.21 feet; thence 636'52012"W, 105.00 feet to a point on a curve; thence along the arc of a non-tangent 50.00 foot radius curve concave to the South through a central angle of 116.25124", a distance of 101.60 feet (chorV burs S61055'39"W, 85.00 feet) thence leaving said curve, N44044"W, 83.45 feet; thence' 546.14102"W, 363.33 feet; thence S5'11147"W, 1:3. 17 feet; thence H89'55428"W, 354 69 feet to a point of curvature; thence along the arc of a 1070.00 foot radius curve concave to the North through a central angle of 7.32110", a distance of 140.74 feet (chord bears N86'09123"W, 140.63 feet) to the west line of said Lot 12; thence alone said line, NO 01'37"W, 70.68 feet to the south line of that trz^t of land described in deed to Shirley Dow in Book 242, Page 177, Washington County reed Records; thence along said line, S89 '55125"E, 391.OS feet to the southeast corner thereof; thence alor?.4 the east line of said tract, No•53140"W, 219.61 feet to the northeast corner of that tract of land described in deed to Shirley Dow in Book 291, Page 349, of said deed records: thence leaving said line, 555.4110800E, 134.91 feet; thence N43.35119"E, 531.:4 feet; thence S62'42. 123"F., 778.88 feet; thence S36'51118"E, 315.00 feet to said east line of Sectinn 33; thence along said line, SO'00127"W, 180.00 feet to the anoint of beginning. containing 4.00 acres Subject to a 15.00 foot wide sanitary sewer easement. g110F1 RGlf*t<R[0 wp12. 34parcei 0 ,�IONAL loRIG wu« t� yea�IRr st 300 � 1 -N- � G e�G 7 �y V' = 20 Lgke pRive M GI-ACIER Lr�,y C►ROLE SUMMER LAKE PA RK / �aQ1• ,a 's \ -Ii`otal property to be transferred to City. 4.00 acres - -_j ----� Property to be transferred to City as condition of subdivision approval. T��;% ` _ I Floodplain .12 acres J Walkways and Cul-de-sac: parking s7 - .53 acres -. - Property to be purchased by City. 3.35 acres i i U .r' STATE OF OREGON 1"'% .1.:u ",iM +crLUFtukk'bU5h'...... LEONARD A. RYDELL, P.F., P.L.S. Consulting Civil Engineer - Land Surveyor 601 NNEHURST DRIVE, NEWBERG, OREGON 97132 5 January 1988 (503) 538-5700 Tigard Water District 8841 S. W. Commercial Street Tigard, Oregon 97223 Attn: Mr. Robert E. Santee, P. E. Re : VILLAGE AT SUMMER LAKE PARK NO. 2 - Tigard Dear Mr. Santee : Enclosed for your final review and approval please find one set of the construction plans for the "Street, Water, Sanitary Sewer and Storm Drainage Improvements" to the proposed 18 lot subdivision VILLAGE AT SUMMER LAKE PARK NO. 2 in the City of Tigard, Washington County, Oregon. These plans have been revised in accordance with your comments and recommendations. Should you have any questions or should you need any further information, please feel free to give me or the,,, developer, OR-AK Corportation (Gotdon Hobbs, President, Phone : 684-6541 ) a call. Your assistance in this matter is greatly appreciated. Thank you. Sin erely yours, Vo"naT�A. PRyd4el, P. E. , P.L.S. LAR/i encl : as stated cc: OR-AK Corporation City of Tigard PLANNED DEVELOPMENTS • RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS + SOLAR-CONSERVATION HOMES .r. 1A LEONARD A. RYDELL, P.E., P.L.S. Cwe;vlting Civil Engineer - land Surveyor 5 January 1988 601 PINEHURST DRIVI-, NEWBERG, OREGON 47132 Storer Cable Communication:. (503) 538-5700 14200 S. W. Brigadoon Court Beaverton, Oregon 97005 Attn: Margaret Kivett Re : VILLAGE AT SUMMER LAKE PARK - Tigard Dear Ms. Kivett: Enclosed for your information and use please find one set of the construction plans for the "Street, Water, Grading, Sanitary Sewer and Storm Drainage Improvements " for the proposed 28 lot subdiv-' sion VILLAGE AT SUMMER LAKE PARK NO. 2 located in the City of Tigard, Washington County , Oregon . Included in the plans is a Coordinate Sheet showing the dimensions of each lot. Construction of the improvements will begin when approvals are received and the weather is favorable. Please proceed with the engineering in order to provide underground T. V. Cable service to each lot. Trenching will be provided by the developer , OR-AK Corportation (Gordon Hobbs, President, Phone : 684-6541) . Should you require any utility easements for cable service, please notify me as soon as possible so that the easements can be drawn on the plat prior to recording. Please provide this firm with a copy of your engineering layout so that the trenching and conduit improvements can be included in the project' s Contract Documents. Should you have any questions or should you nerd any further information, please feel free to give me a call. Your assistance in this matter is greatly appreciated. Thank you. Si rely yours, Leonard A. Rydell, P. E. , P.L. S. LAR/j encl : as stated cc : OR-AK Corporation PLANNED DEVELOPMLNTS a RESIDENTIAL SUBDIVISIONS WATER, SANITARY SEWER AND STORM DRAINAGE SYSTEMS LAND SURVEYS • SOLAR-CONSERVATION HOMES e' TNfcPF CI I ON PROCFDURF PUBLIC IMPROVEMENT PROJECT WOkK C.1IY OF TIGARD, OREGON u GENERALLY: ConLact Mr. Mike Mills (phone no, 639-4171) , Public Improvement Inspector, at City Hall (13125 SW Hall Blvd . , 7igar.d, Oregon) twenty—four (24) hours before commencing any construction work within City limits . Also remember, before 'covering' anything and before 'pouring` anything, contact said inspector. INSPErCTION IS REQUINV O! u INSPECTION STAGES: At a minimum, inspection is requirod at the start of and at the end of each of the following work phases : GRADING=- STREE-E(S)-- Cut & Fill SLaking Work Horz . & Vert. Staking Work Tomp, Drainage Work Subgrade Cut/Fill. Work Dust/Erosion, Control Work Curb Farm InsLa.11ation Work Baserock Inst-.illation Work SEWER(S)— Leveling Course InsLallatiun Work M.H. & C.B. Staking Work Wearing Course Installation Work Pipe Installatio,i Work Utility Adj . Work Backfill Installation Work Streetlight Staking Work Air & T.V. Test Work Overlay Installation Work Resurfacing Work Monumentation Work Traffic & Ped. Control Work Traffic & Ped. Control Work 0 BEST POLICY: if ir: doubt about whether or not in.�pection is nt�cessar•y, CALL FOR INSPECTFON! ke/3712F> 1 21 20 19 18 17 1 B ility sent for Sta. MH A- Sta. +9 7 Sta. C f 47Length rical Power Length Lf. 7Size/Mat4+ _ Length 30L F Len th �o Sta. Size Mat a"Pvr. g -�/ i Size/Mato"Fvc Size/Mat4TLength io Depth _ Depth _ Depth , I p --- Depth Depth 51 1 50 49 48 47 8 ' Utility Sta. MNq.� �H Easement Length -4oI- Size/Mat 4-Pvc IA-3 -_ - - - Dept 52Install Blowoff / 6 " D. I. •W -- Assembly - _..- ---- .:o_.._, (See Detail r _ 5' H --- Sta. MH A-3 - -I l Aid Length Go�F As embly ant Size/Mat a'Pvc I = _- M.J. Gate Vi _ Depth Sta. 53 \` I Length 41 56 57 Size/Mat Depth Sta. 5138 54 55 Length ti�� F 8 ' Sta. F,o3 Size/Mat4"Pvc Eis• LenStagth ,+ �6 Length 4vc F Depth __ Sta. MF Length es F Size/P1at4"wc `{ Lenclth L Size/Mat 4"f-yc Sta. G+59 Depth Size/Mat 1 Depth _ Length ir;L F Depth Size/Mat 4"P4c Del,th 10 ' Utility Easement ( Including Ura.i.itagE ) Sta. 14� � Length 4c Size/Mat- / Depth r- F Sta. i -, _ Length a- l- - ✓ L _ / /-- i i/ f— / i Size/Ma t Depth 1 f I Install Z 131 owof f A with T.J. Straddle i (See Deta 36 15 14 13 � � 3 Relay 23 L. F. 8" Sewer to New Alignment as Rey'd 1 ro Sta. 41(21• Sta. 4•ot - - _ P Length 30" F Length Sta. 0476 Existing P'5Size/Mat 4"PW �-- Sta. 3r4L Sta. z+�� F 1 ' B. F. Valv — Size/Mat<`v ength ILEn Length I \ g � — Depth - Depth - Length z5 c. r, Size/Mat - Size/Mat I Prc Depth Sized Mat•�� Depth _ �I 'Connect t 46 45 --- Depth _�_ I 12" Water with 12" Install 44 43 42 ,IP" ,o 6x6x6 j M. J. Tee 8 ' Utility --- — Easement I I� - —- H I �+�- 6- D •— ,1 io-- AVEN E 5 f, D -1 j r _ _ Install i lve astall 6" �— I 12xl2x6 -- - - M.J. Tee Gate Valve 1W 58 Y w Sta. z�9s �I _ 6� 6 Inatali Q Install 12 Z 65 Length 45 L F Sta. z+-ot Hydrant _1 I M.J. D. F. C Size/Flat 4"P4c Length -41, L ; Assembly I valve itil ity Depth Size/Mat "Plc and 6 " M J� i -. -8 Utilit -- -Depth - ---- -_�, �mF_•nt � De th Gate ti;�_ • � F. �# Easement y 8 ' Utility 1 59 +.•Pr q Sta. m" 5-1 Easement H 164 Length z5 (_ F 3.1 I IB-1 S i z a/Mat d"Pvc Sta. MN C Z ,I Depth Length is L F 67 MH �I Ic) � I I r - �Z --- - - Size/Mat 4•ovc Depth C_2 AI ' _. '; � _ cvl r'Pvc 60 1 Cc Sta. tL Length 45L. F I-- -�- 63 Size/Mat a°Pvc Depth Sta. 1 t - 68 . W Length 'Nr F 1 I F 17 to Size/Mat n_Pvc ? -I Depth �+ Sta. "Purl V 10 Length z-ot. F I 62 De "P 4"PPvc Sta. 1 tos 5 p -th Length JC_,L F 69 -A- .� to L•. . Size/Mat 4 rvc emporary Depth ssembly I s Plug and I q Sta. o-f4z Block Length 15 Lr Ct Sta. 0+53 il) Length '45 0 Size/Mat 4"Pvc- Install Tem, L J /11909) (8846) L�'-J4 5400/ (7000'/ v o) tmo 544/' _ //9.32'_- _ 75.00' 60.00' 60.00' 60.C 37e.76A .6' T/ o EAE . �F /N L UDDDDDD/N6 -� POWER/CAL o _ 0 ho 51 50 0 ` 49 h 48 47 z� 11,712 SOFT. 1 7092 SO.FT. 6800 SO.FT. 6600 SOFT. 8800 Si a 947' 44.32' _-- 6000__ 0� 60.0Goo aoj35 9 NOIR00/"18'*- a -- p N 52 / 3 8 1 ° 0000/'1e"w 8483 SO.FT. S.W.. 4� 296.90' ..r ri in V NO20 10'52"N' LR 1 I �n . 16 N N q aD /OCA//' I y0 06' /5 6000' .--- -- - v : � \ / 8' ur.Ltrr 53 /3 /4 EASEMENT I y -1A s 9062 SO.FT. .�1, _ g .0(/) 2 ti0 2 fit° \lit. it5 6 57 3 �- r o, 9576 SO.FT.0+ - 9600 SO.FT.' 54 oh 55 by b0 b o° 9188 SO.FT. e o 7625 SO.FT.� m b z _ --/0' Ur/L/Tr EASEMENT INCLI s13.3o•��•w �?606� -- PRI VA STORM 1 NG DRA/NAGETE 33 136. 2. 71700' 6000 6000' g t 34 S00' 01'18'E - 150.00' ho �o - toh �ao b PROPERTY LINE CURVE DATA: 2 No. Radius Delta Chord Hearing Chord Length S(, 1 . ( 330.00 ' 0" 38 ' 40" N81" 09 ' 21 'W 3.71 ' 3.7111 2. 11130.00 ' 00 20 ' 04' N810 38' 430W 6 .60' 6 .6011 3 . 1130.00 ' 4" 47 ' 34" S840 12 ' 320C 94.50 ' 94 .53 ' 4. 17.00 ' 86" 35' 02" S43" 18' 490E 23 .31 ' 25.69 ' 5 . 175.00' 180 11 ' 41' S090 04 ' 330W 55.34 ' 55.57 ' 6 . 225.U0 ' 01. 25' 48" S17. 27 ' 290W 5.62' 5.62 ' NARRATIVE: 7 . 225.00 ' 150 31 ' Ol" S00. 59 ' 04'W 60.75 ' 60.94 ' 8. 225.00 ' 01" 14' 52" S000 36 ' OA"N 4.90 ' 4 .90 ' This plat is bas. 9 . 50.00 ' 100 51 ' 19" S050 26 ' 57"E 9.46 ' 9.47 ' "VILLAGE AT SUMI 10. 50.00 ' 400 39' 07" S310 12' 104E 34.74 ' 35.48' Clarence Barker, 11 . 50.00' 40. 39 ' 08' S71. 51 ' 18"E 34.74 ' 35.48' work in this ari- 12. 50.00 ' 400 39' 080 N670 29' 340E 34.74' 35.48' North 00" O1 ' 18"' 13 . 50.00' 400 39 ' 07" N260 50 ' 26"E 34.74 ' 35.48 ' Point and the Ni 14. 50.00 ' 810 50' 160 N340 24 ' 150N 65.50 ' 71.42 ' LAKE PARK". 1 5 17 nn , 7S• All SO" tic'1• lot ni •u 'f cc 1 .. , ,.. .. �. vuu.vu [U.UU 1 _ 13.02 .96 23' FEE NO. m-503s w 9.9 21 43' 30. D' 1 60.00' 6 60.00' F1 60.G1) T4.54' [N00'!"l'18'W �� 3.7 � ` . 3 r 99 1'I 2 13 �4q) 4 Q N ;� +°s/2.77' ^ 1 2 25.46' 74/O' / 6.60;a ry ( C� /779 - 2 � CO 1� d6 0145 h 44 � 0 4 a ;�%� IFT. 6600 SQ.FT. 6600 SQ.FT. 6805 SQ.FT. 43 m� 42 �q 3 4 7081 SQ.FT.�� b 7425 SQ.F '10 b8 ti 4 90' "} �► -- -- --- _ r 6p97MEN+53.10 '— I i 5 61? EASE / N0000/'/,91 W 41 /29TH — pNo(Z°01ie W� T=32.03' 6 S N0000/6/I E 4 Y4,?. 27 42.5?. ' D 6J ~" • �J/ NOD00/%8"W J' �.1 NOO 00/4"W )000/'/e"w osl' 19 PLACE -O 82 99' aa, / lV rI JJ J2 r=32 03 92 94' a ' .J 8' urit1r r3' -4J 50' a / �� EASEMENT — -- — a 58 25.00''z5 Do' / 8 5 0. h } I 3000 3Q00' 34.14 SQ.FT. I I m "1 h 66 o w 7017 SQ.FT. QC Nt?O°03_0/iT I � e 100.00Q I ----- -- ? 6821 SQ.FT. Z i03'0/"E 100.00' N000a3'O/"E 3 h 59 I o o I ,e o - -- 10500' o I 3 4000 SQ.FT. I e e 64 ° on O N h,m No4°030/"E - I 0�H 3 I 6000 SQ.FT. 2 wq 67 ka q I 6300 SQ.F1 . I q C /00.00' 2 n M00003'0/"E ? !n n W IO lc� 100.00' NOO 003,0/" -- t 10100' I q 0, - BO 6000 SOFT. Q bl 63 o� J 1 6000 SQ.FT. eo 68 N00003'01"E I q to /00.00• P2 6300 SQ.FT. N00005,01"t m /00.00' N00003'01'E 61 I° 3 /05.00' OI •r 3000 SQ.FT. Ile s. O 62 apo 10aoo' I $I 6000 SOFT. �'O 69 Ib 0' 03'01'W -500" -.500-- I 10000' � 6300 SQ.FT. 100.00' S00'03'01'W - 150.00' - 105.00 3000_ -30oo N89' 56'59'W TRAcr A" S00' 03'01'W - 165.00' l' WOE SrREET N89 56 59 W 10.64' RESERVE SrR/P 8.99' rRACT B" W/0£ STREET RESERVE SrR/P INDEX �.,d on County Survey No. 22 , 416 , the plat of Sheet No. Description 4ER E' LAKE PAR , and County Survey N4. 25324 by - - - All of which should be refered to when doing 1 of 3 Map, Legend, Curve ,a. Basis of Bearings is the record bearing of 2 of 3 Surveyor ' s Certifit West along the East line between the Initial Monumentation Ce; )rtheast corner of Lot 13 of 'VILLAGE AT SUMMED, Corner Notes 3 o! 2 Dedication, Acknow: I'rt� ' �ar�o.uu�w�rr� I 210 - - - --------- ----- ` P � Ill W 4" wil W v N a °C Q > 3 to ° Z z % 04 IA W O 200 M Q 3 5 - — _. � yr „ ZZ v v NN - -- -- _ u1 �W z cL °00 Q WCA s g 3 to rl� II �,I U ° 6 w m n o0 7 3 GC V1 0 4 „In .r SI DO + 110 rj, 11 �+ a) v y J1 I o V W d+r u n NI � N l 7 W °I OL �'`oro 6r+ t + + + } v j�I *� to ,n 0 r w + 'k + + �� N c- d- 7 Z W Ji ��: 190 - -- - --_ I lU W c'`• �,Q' = z�� Y r u + P r 1 ,r v a r r I -- 'd 1139 Z o N t - + reaq 11343�� 1439 3 aFj \ RIM= + + ao tJ 1" „ WI d �� ° �� ' / � � J r�J� c O Q _ 166 34 DE•�1 ,N 181 3l / ` S= �c•5°� Ieb.41 EXT�� 1fs6 38 U, 5 184.11 \ KIM .Q 164.CIZ S; \>S, � + I 59U% 180 �'\�_--- 161 7- 18014 / 180.41 N L J `� �•, � I '' I r � � _I�7 fib, // I i ----- - — Zit' v.C . tc� vc 15c) C loo v.C. z00 v Z+Z S STA P 2,, r - STA p.I. 5+Z !--�•-- STA F'I. 1 t Cab ~` 170 ELS J P. I. 1 5.98 EL!✓V. Pl t87.3tc E-LEY PI. 1439.9 LEV. P.I.= 186 3Z- ELEV. P I 114 51 - - - __ _. ._----- � W. WINTER LA E DRIVE _. - - - -- - -- - � Cc Scale: Horiz. V - 50' V t. 1' - 5' 1 07 0+00 1+00 2+00 3+00 4+00 5 + 00 6 00 7 �00 o xl W UP) U r� r - - — --— ---- — -- - — - -- - -- - 4) z - — - - -- - - ._.. ---- --- O , W cc LL P, r}1� I f- I � � Q m m7 V �" I Q to .� d� EXISTING ,I °�I rII r� / I 70 N N 0 > ! v 3 I ICI ' `v + + �. W tv �7- D220 y -- - -- - --- ---- 220 �T 21 7 9s n u o .�� + 1 ZIS 01 tV N II P-4 • z a r y - m �I I UJ X1651 �i� Zl[•t of R.1 •�.. 210 to 210 NJ Z05 1Z 1 L o5.5\ 156 v.0 . \ZOz.13- * � - S7 'Z+00 \ 4 200 ELEV. PI Zt5.53 � 1 —_ w -- — -- -- _ o o \I 9 917 11 n - - - - - - - - — ------ -- - C o = 6L II p� I•- ° �, $ cc � N �+ + 6) J N Q oL 00 c°9 f1� 9 VQ 6) ^ ,I 11 0 s r O EXI11IINC', _ 1 h' ZUj - V Y U1 0 < G-FT PJ \ 193 1 � 6� lj (joO Q o m LEFT R(v! d r 190 � 3 3 o u00 ° �_ -,=-� - -- -- - — -- -- - _ -- - -- ----- - -- 190 0 g g(1 - - _ I� .1 N r+- .O. No. 8834 4 D Design �!� PRnPhSED ± ++ -_ _ 184.94— I R1M= ►RI.39 - N_� raw n. ,4.— tom` ISO %q C. - ate 4 --- �.._ ~ 1 EX IST Ii`lG 5+00 - - _-� 18416-1 - - I RtM= t-ID.c>1 ELEV . , I. : 191.5'5 -- 193.zl ''- -*`� 1 - Fez Sj�.IB2.'S6 -,,,_ ! RIM- Sheet 180 j _ 3 — pp _ 3 0 '01 REVISIONS 170 91 .3 z 1�-7 3s� No Description / Date By STA. ?. I. C-b 00 I 1 CITY REVEIW 2/10/89 ELEV. P.I 1133 L-' C.y.C. _ ` -- — -TA. P.I 1141 I S. W. .128--H AVENUE F-LEN. PI C76 40 Scale: Hr)riz. 1' 50' Vert. V 5' 17 0 I --_ --- _ - f 170 0+100 14-100 2+J00 3+00 4+00 5+100 6+00 7+ 00 84-100 9+00 10+ 00 11+00 12+00 + 14+100 - -- 13 00 _ . . -... PRINTED �.. 1 .. ��I1t�'IIIII��Itlllt!'+Iltllilr►III�I`�Ii� I1 +111 I't'1(fll)l��rl�f (I I�I,t�IIIIII1I11111) I�IIIIIIII'�f1rI111I11tI111�1111111�IIlIIl111lIIIIIIt11It11�111`iI1�rItItII�11'�IItltllltltlllt, ! �, _. �-- +,•re «r�.. »._. ,,,� FEW NOTE: 1F THIS MICROFILMED "' -�--+- 2 3 - 4 -r 5 8 7 B 9 10 11 12 DRAWING IS LESS CLEAR THAN M---- '' THIS NOTICG• TT IS DUE TO j}E I-ITY OF THE ORIGINAL OE 62 9Z L2 92 SZ /Z EZ ZZ 12 OZ 051 91 LI 91 sl `1 91 a I1 01 r 9 L 9 s 1r E Z 1�'•►'" rN1I111111111II1111uuluultttlltlltl1t1�111111HIItIN{tntlttulttNlttalntt�ttlllN►IIIII�IHI�IU{I�tllllll'll!IIIIN�l1i�ItN�111�11 11111�I _, .- IINIIIIIIIIII�IIIIIIIII�j �uWljljjlll11U11111�1111W)t1I11H J ULN C 9 19 92 K 3 4 I I - --- _3 7 - I 2 2 `\x\©� \` '�____ i /, - ' v / �,rbcs - t. =' ` �' I /• � \ �, r � � /� 11 `' 4 / �� -' -- -__ -�� {y� �I}-ITS� J -j C4 8 11 Witt tl � 5 DRI VEI I r --- Scale: 1 50' 21 � _... _.__ ._.. ; .___ __.. I � � \ 35 I --1-` ` 12 // ,pfrolr Q L z Z 96 35 R i Fill Back of Lits to I 1 ti - '' n C rp W o - 20 17 16 15 36 Q M �r.� c�� - • ; --' "n c �.... r within 2 ' of Property 1 \ -- r-� W Line (This Area) 13 - �;�;.T z 1 V U l� t� Q rC\ NJ U lJ V U U V lJ E 1111 ` I [�1 Lf� f o� �p (1\ _ - YEC , , • ` $ ER F.xisting� Toe of Bank I - - --- - M4.S - Zn6�8 - - - Zot.bl t"�>83 t9b 194. ��I7Z 91. - --- -- 9 r 19 % i9 61 Utility - -- - - - - \- _ �--L _ - Z_ __L - �\7 ' 8Cc 4` \ - -- ■ Y - J 1 Easement for ---A -r1 ,w,,, ,�'�C ,y" �� Electrical Power \ ISO0 PT' � _ sic ' �. s �� 11 I \ J i r,)5 'Z1 1 Existing Z+ r-�fiaq u o 11,Ic E oma'' y v To of Ban �c 1 - c�- - 05 Q 3. t�7.o4 - -... -- o Zc: o� 1994 '1�14 . p 19 CXR t9o.63 ,13k.,9 1 s , r� I - 00 / LLn v w 0 G3 -; 51 �)5049 48 47t-D'zn 46 45 44 43 42 Q Loz.-)G r 1\ �8 Utility asemen-1t � - - I /Z01.50 201.4? ZOQ l 1 - - obs.,54- 1 99.27 196.(ob Ir?51(0 194. 193.89 '1 ` 18`�9I1 I I3/1 117 I I •ZOZ 46 too 1o,m _ - �17 \i C NI \TC- 11G Q � G- IU1.1 I -iPYY? tV 52 /� _ ----- r I / Zo1.1Z 0� Goo.O 1990:I t9T.8o 5Z t95Z5 0193.14 9 I� I --- Y ! • • ■.�. ■�■��■�■ ■ 197. ' �---- ar -. _ __ -- - ■■rte r ■■■ ■■■s r ■ �` +�r � 2 0 Z TG= �C: \-Tc- -- ----- - 130TH- -- - - - - - _ Z ■_ - -- _.�.:.--- t�.g �. � __ L ____ M � � r---- "� ��'�, � ��a-Ie� �leeyc - ! � .TCl) I -__--- -- S�e��-------�-� -----� '`�- _ 1 n� 19 6 J q l t 1 + --- ( , o -- .�-�"'/ ,,� :I C= t�$.fo�i TG= 191 --+ i l .�:3G, 194 b0 ...0 �n..T■,rr 4' 1�- - .ice�j �J I IB9 Z(. ' L_ �- _ - _ + 19910 + 19&18 r♦- ~- -- - --. t, l9Z II 1�3 Z(a �r�-c i c + t 4I 3 + ZOI.L a t°�917- I�H9. ,91 J_ 19539 . `C= -'� ____ /__' - r / 207..4 '� _ _ 93ZI l'�) VICINITYMAP / I - 8 ' Ut11 it TL`- t°>Z�'i I TC' �'r - oil gG, y .AZ� -- =TC4nn�, 116 -� TC 19g8G r - + _ I�Z�9 y9z IZ 19Z, s�8�e: r - �000� N _ \ 9gg� / Easement 194.-J�j 193.57 T Igl.4z ---r----- \ I Is15.3s COMPACT.CT 9oc�o I�oo9 �, \ / / 5 8 I C I FILL AREA _.. 5 3 , :13 toh 1 1 _, T G o / / \ moo 19.65 / _ - + lys4� + --- ---- __ �j�l (vl a 2 i '0 66 --- - L 19l I r (�F h 4• J v! I - 1 1935156 57 .1 1C_�} - - / Q1 / l el O(o ___ I 14 / \ TRACT 'C" 5 4 55 i / - 59 I FIILLI AREA D Place Excess Isa�l y \ I �1 \ / •� ■I I I Materials Along - lcc JS7 4-1 I� 64 ! Back of Lots. _ ■ I ' /I Finish Top of TC- I Ba W '" - - \-- f ,� I�s41 �� `�.■ ''�' ■,.., oZ0 ; �o be Pro er- ;L----. ty ePRIVATE STORM LINz / TG _ �^ U - jam/ f �o.i 9/,COMPACTED 1884, _..�._ _- 18676 �5N + 18k 6l Ann •+ - ... _ FILL ARES. 1 8 ' Utility 115 I f ' ' ' �9s 11 ,I� -�n H� 9�I� I I 'Q ' I Easement ---- I Q C I - \ .,,, -- _/ I ;I I S 3 I � ------ cc \ `-� is " � �\ 10 ' Utility Easement 6 8 \. �z0z Zs ' ' � �D (Including Drainage�� _-- - 'I a 1 I ;I TC_ .c 9 z I a I�o.a3 . rc= / Lij E L ----- - / �r , 62 \. \ \ , l ' _� t84 46 1 I j 69 _i-4- 113G, _ __ ' 113zz� _ _ 114 0 1 _ _ - ' `\�� -•� 11�� \ \\ / -157 0 ^I`_ l 1 - � 13 Fi 3Z >_■i1 B G :I �.j ''/ - -- _ _ I - _ �.� w 53 U f� - -�'� :I i83.-t - t8z.3r �. ��V// 1 1 a oo I C� __ _ zt74 LbZ4� 195.64 �_ _ Q Q / _ _r `- Ies.89 ��- TC= Igc�o3 0 -� ,V �� - �- ' £34 1 1 1 gc' 14 - RS ��•�.\ -- -\ }off a- '' ---+_ T tes.� I ._ _ - - - - � _ �._ -.__ L T� �: "' 128 h _ o 1 tam `- _ s 33 -_-� 7 �I + lezo zlz.3Je J Q\ �.�'\ - - - ' _ ` Excess Fill Area Ig? ,I � - > ............... C) N ( rl p - �\; �' `� �- �` S to o Strip and Compact I I� Excess Fill Area 1,/0 1z� - ---- -- ' Q ---- z 1 z 31* t^ ZOt.84 o _.. - -9 5$ T-9 9 ` - F- _- _� - - �._� � ! --- -_.-•---- j1g-,� , �, -_ �/ Strip and Compact , O N \ Iz al S ^ _�-�- / to 95% T-9 9 T 1 .._ ._ ••----- �" \ --- - ff I 55 716.?a Z I S.7� l �� ' 47 �' ------ --_- - _ _ �/ �� - - - --- -- �f✓ 00m! «I '---G .__�- _ � Q ' i 7 4 SL --- --- �-- 113 \ \ \ _ - -- = i _ 170 ' I \t S � I��°J�• + 1-1 t3.83 ___ -' ` _ « � n1 -!4 38 5 � as- I 112 �N \ -� ---------•- 1 �+ laz.13 IaoA3+ N Y O o v p O a w OC 1 11 14-T --- � �� 183.80 \ n O 184 319A. 0 -- a o o N i � _ o Q u 0 O t7Q. LEGEND: GRADING NOTES: W.O. No. 8634 Design �,c.w .•_ ---- S - 5- Existing Sanitary Sewer 1 . Contours are from City of Tigard Topographic Maps that Drawn Dat "-"--•--•--•---- Proposed Sanitary Sewer were revised based on field data. 2 . All areas with over 1 . 0 feet of fill in future building Sheet `^I `� Existiny Water Line sites shall be stripped and compacted to 95% of AASIIO -- ----- Proposed Water Line T-99 Test method. D E)"" Existing Storm Drain 3 . Topsoil strippings to generally be placed along rear lot Of """ •••••••••••••' •• Proposed Storm Drain lines. `i� - 4 . Excess fill ,materials to be placed along S. W. 128th. .- Existing Pavement -- •'- - - •- - Existing Curb REVISIONS 5 . All lots to have positive dra�.nage to weep holes in curbs. No Description / Date By �""�•- Proposed Curb 6 . Soils compaction test reports for all compacted fills to 1 CITY REVEIw z,�O,e9 bre provided to the Engineer and the City of Tigard. > Proposed Drainage Direction Fin.-sh Contour VILLAGE, @ SUMMERLAKE PK #2 12 OF 14 -- - _ _ I 1 1 1 1 '..�1 1 I I' 1' •� 1 '� T �7� - -• -. --._ .. . - I f ! 1 II 1 1 1 11 I- 1 11111'11 I1 h 1 �1 �1111'111�1111111111 1111111IIIIIf)f II1�1111►III111 1111111I11111I1 IIIIIIIllIllIll ill�rlllrlillll 1111111`11Hf111, r~ _ I 1 I I NOTE: IF THIS MICROFILMED -+��- I ....2 35 - 6 7 8 9 10 11 12 - DRAWING IS LESS CLEAR THAN THIS NOTIarr"IT IS DUE TO QUALITY OF THE ORIGINAL DRAWING. - - - - OE 62 ez LZ 97 St fZ EZ ZZ IZ OZ 61 01 1 !1 SSI faI EI 91 11 QI 9 L 9 S r E Z 1"'a'" --= ��ulu11f111111�11�111�III111H��1�111111��lllulll111�1111�11��1�1�+r�1�„��1u�11►IIIIIu�dllt�mlllulln�ll In1111111 11111111nlmlln-111�uu��uuLulluul,lubul�uW1111, - - JULY 9 199 .e C4 O • � O ---- --- -- - ------- --------- EASEMENT AREAS TRAVELED R/GHT S OF WAY n n rl TRENCH WIDTW ---_-- __ Q4Z STANDARD MH. MAXIMUM PERMISSIBLE FRAME a COVER- p o FINISH GRADE -- __ AT NtiTfVE SET FRAME STEPS " MATERIALS to ' T 6 ABOVE TOP OF PIPE �DENSE . ' - 0" CRUSHED ROCK, CLEAN, m T IN MORTAR- —GROUT I MAX. -- —' - - -- -- ' HARD AND COMPACTED. Q Z PIPE SIZE TRENCH WIDTH I cz ro Icz us ,� Z 6 2 0 o 4°CONCRETE EXTENSION I 11•=� __-- N Y,• - - 0 41 f J f al ---"-- -- RING INSTALL AS REQUIRED ` ��, � , --- g " -_---- 2' 0 �l -- — - = W • 1 N TO BRING MH. COVER a FRAM!. TO DESIGN GRADE. 6" (mor 3 rings ) 10 2' 2" b - G o ECCENTRIC • 3/4 1/4 " .►� c� � .. MH y 12 'MIN. ► I - - - ---- --- -- -- �_'N PIPE ZONE - 95% COMPACTION OP- r_ -RAM - NEK JOINT -� -- `- - - - 12 2 6 1 SELECT GRANULAR MATERAL o _ ' MATERIAL OR EOUAL } t 14 " 2' 8" 480 — -12°MAX \ I / II3 3' 4.. ° • QC' �?o N S T EPS _ �-- ------ - -- / v v \` c O PIPE 'n ZONE w - a mMH RISER • --COMPACTEd GRANULAR 1 f\ F 0-�� - BACKFILL NOTE a ►' 0 0 21 �� 3' 6., . > is ' pae o° UN DI S T U R 8 E D I INLETS - OUTLETS AS REQUIRED, J • I r.. 2 MAX v oo ao p EARTH 2 WHEN SEWER ENTERS ABOVE 24' 3 10' 4" MIN. or D/4 • INV.TU I V. j D o n 0O a BOTTOM OF MH FORM A --•- ----------. — _ ^- �•�� y. p p o FILLET OF GROUT OR CONC. 27" 4' 2" .� I�it. SLOPE (a . ;,, 0 0 G F AS INDICATED. or. ;i' p p�� MAKE SURFACE SMOOTH !! 30" 4' 6" ,• Al00 :� -- - . a FORM GROOVED INVERT _- 33 -- -- 4' �U� • >.' o o .' o' . b/ TO DIRECTION OF F,-OW 10 a e • • a a orf o°I o' o o j• eo• e 'o• 0 12" LAYER COMPACTED e `a-v 60@0c �o o �0 0 o p p V00 ,0# p o GRAVEL (3/q„- I/4��) ----42 5, 611 h ' 6'-0" MIN. ` \1 48 6 0 is is STANDARD MANHOLE - � - STANDARD TRENCH O ' CC o NOTCH LID FOR L LIFTING HOOK W MODERN MUELLER CENTURION �OR I�-011 BEHIND BACK (,V O FIRE HYDRANT, ORT, 1 /2 J, OF WALK C/) U 5 I/4"MVO, 3 PORT, I I/2 ' �� -- 2'-3" PENT OPR. NUT, OPEN C LEFT, COLOR: YELLOW 0 G I I r I III -�-- I I II I _ '� Z SID W VALVE BOX 2 Ill co ` 11 -- -- .o a , 11 , - jl ( a 1 ' ' , III - -g— 3" OR LESS - E ALK EXTENSION 0 0 Ill r1 n�i�ln,tll� �. cc �r9rn�ni 1*.•:&: .'0 11.7- _ 71, MJ HYDRANT CUTLET IG � - 2" O.C. = N ;, GAS E VALVE T WROIK:HT IRt�IV � wf1DED � a w th ~ C] FRAME: AND GRATE-SEE • :-T w 2'- 0 y2�, I� DETAIL Q —_—. I , I ---- rr RR O �. -- 2'- 7" -_ — If BARS-IrzR =IV'N a o:' V +.. --- ;;----. MAIN W/M J x F L G Q V flat bars �u+� COVER V E R R 0 C K - -- c� J....,.:,. ' L' v- TEE ( SEE PLAN) � -- WITAR PAPER — --- ;:;0..4:••:: % E MJx MJ //1= A A Z 4. HOLDING SPOOL BEFORE BACKFILL- , -o THRUST BLOCK COVER a FRAME T4 8E MACHINED � ' � � � c TO A TRUE BEARING ALL AROUND. -�—�' >' O _ 8 SQ. FT. MIN. _ _ iii,a/= �'- 1 1/2= 3/4 BEARING CONCRETE PiEF1 STANDARD MANHOLE FRAME & COVER �f '--1 BLOCK (3 SQ. FT, GU'T'TER UNE•t/ MAX, PSP£ 2 -R-I/Z' DRAIN ROCK BASE ) IN SIZE 19" C Ba WASHINGTON COUNTY OVERSIZED (•` �1 WROUGHT IRON OR WELDED STEEL FRAME AND GRATE �d. B �" (2)•2-VCR2-I/2r1r3/!, { STANDARD FIRE HYDRANT CURD � - x 1) CONCRETE TO BE 3000 PSA �, - - 2) EXTERIOR WALLS MAY BE POURED PLAN VIEW —�— N T Z I m D 1 NEAT AGAINST'THE EXCAVATED I — Z ' 3 I o SLOPE � 0 I 0 0 � 3) ALL BACKFILL AREAS SHALL BE I' �•j� 1 - 3/4�� P W 0a. z (- 0 0 � IN THE MINIMUM DIMENSION AND (L W A � - A COMPACTED TO 95% DENSITY. TOP cc 5/'8'K 3"BOLTul 2 ea. endf. �_�-MAIN V Y RODDING °= "c •, a g ��1_011 - SECTION C'C OR 10�� BEHI'ND BACK OF 2��GALV.� \'~ STRADDLE BLOCK oc 0 °� g� cc Z COLD JOINT OR 2 I . 3 -4/2 CC 0 KNIFE JOINT _ 2'_ p "•„ SI D E WA LK G PLUG r- 11 of N 11 11 a of H NORMAL_ PST SLOPE it= I CONCIYETE f0 t � : GROUND ME TER BOX SIDE WALK STRADDLE BLOCK DETAIL it • i. �.'� 4R12~ DRAIN ' �, - - ` 47 a M=,. ♦ i III "111-1 11= A,' '• .1,. i e '4 �o TILE-WE.Ep 'a.:.,:. J �•� la+nil= GRAIN AT nrl W '; x,11, !II_= n Ing rn.IN = ,11-11'II �'►' _ W.O. No. ee3e 3 -0 3 -0 >AI SUB-GRADE ` M O N !II 1 u Deslgn U) �. MIN. : MIN. n �• ti r Drawn _ X r n g Q cam- �J •' ` ?Irl , I T-� Date 1 r A ry i is 1 I P• � a • CONCRETE THRUST BLOCK . > : STANDARD M RUNGS 2 ,( - - SEESTRADDLE BLOCK DE 0 I 12 O.C. - :� .' .i 1A B��MIN • 2" BRASSI A!NERICAN M METH pTAIL R OPTIONAL �(„��Q{ 6"WALLS 10.I L _ 61 -_ -;---- ,,. ADE Sheet et ' ! - TYPICAL'-- MIN. �r 5" I "I , ' — AWWA VALVE APPROVED) GATE •. 2 4-IM---+(5 Fes- II 21, S H 0 R T I �S II-3/46 r' ` NIPPLE B Of -- �- SECTION A•A 90° ELL -- — ---- -- ____— , p 90• ELL SECTION i - i° REVISIONS � ' ' ,/ . � . ' • '• CONCRETE TO PE 3000 PS I. - ?0 DArg- G SACK MIX '� �o � o � '--�4 . No Descrlpticm ! Date By ' 2 GALV. PIPE ' T. J. PLUG 04 M.J i CITU REVEIW 2r10req (414 SECTION A-A SECTION B-B PLUG/CAP W/2 IFT - STANDARD INLET MANHOLE STANDARD CATCH BASIN�. _ AS STANDARD BLOWOFF ASSEMBLY VILLAGE @ SUMMERLAKE PK #2 lj r � �.;+ �+ •�:�+ - gR1NT�.Q FEB 0 1989 l�IIt111111F111!III(111111`�111.11I�Ifiit�llE�l�11111'Ifil h� v�llt II1i1111�111111 1111111 111'11111111f)ll111111111111111I111111111111111I111111111111111jTlllr11111111114111111111111111 1arm 4. 2 3 4 5 6 7 JJ8 A 111110 IIII _ 12 NOTE: IF THIS MICROFILMED "�� `•-�-------•--� - - -- DRAWINrd IS LESS CLEAR THAN THIS NOT ICB-T`TT IS DUE TO - QUALITY OF THE ORIGINAL ~DRAMIIu. OF 62 92 L2 92 S2 ►7 E2 22 12 OZ 61 of L1 91 21 *I EI ZI 11 01 6 0 L 9 S 1r ' E 'Z• lawa,. r illlllllllllllll�lllllll 11.11111111111111I�i11111111�1111111t1 IIN111HIIIN1111 IIIINI 111111111111)1H11�1111111±1111111Ni1� �1:•i 1� Illfllllll i11111111111111)W, Wu� l�jiBl/I 1111 INH I I I ,Ifl I uulull nthlttlttnlua�tt1d11ttNn1llnll�ll1�111r1g1 I � _ -. JULY 9 ], 9 _ .a . -..._.. Y ^'r .-<_..+r:- - -....,.___ ..y,riit•-- r..MetYai�wM. ir'- ..a.-. -.qr..---... -.- , �,_„ --- r...- ,,.... .-.. .-.._.._--_-- -. .. .. --.... ' ,i '{�"' ., .. �7, .�,r. - .... ,- - _ - _.-.. A►... - _ ' _ --. -..,:,w....., N +•'i�.,e? »•;•pn.#y''•i+q -Psv ae�...,,vrrplf�. J N O 0- LOT LOT LOT `L z ^ a o -+ o \ Nn 0'-6 W o CURB rte' / G[ m TRANSVERSE EX�'ANSIOn JOINTS 3/�4 r ,:.:;>`-�;, • � `, ,��. ?. , �:• T EACH POINT N T O F E D G E "`� "� '::•:.,.' ,.t 70 B E PROVIDED A A C ';i:_,< iA��jj; ::•>::.::.,: ..a. ,:.. �. 5.0' Cr W 0 THE CURB a AT OTHER -- --- / `'ii. 'i{= YY : .:;. TANGENCY F 7 '� „:. :.`�:;: !,.•;'J; -:x�' .•.::.•:;;<: �c•..�• Z � LOCA'TION'S AS REQUIRED TO LIMIT THE. a �' s° �� : ' GRADE TOM Oin MATCH SPACING T.7 A ►111 _� ;a. . ' _ ,�_ ;.: ::: :, - -- - - - MAXIMUM OF 20 FT N Q ��d : j3 p ;rycy;; ai;;<: SIDEWALK SLOPE. 2 6" UTILITY STRIP �10 6"IR I c SAD U S 2 MATERIAL TO BE PHL- MOLDED NUN p t�.•� : ' .~ ,, < %;:>' p- �_ a_• ,ti A' s,;.� :�' COyCRF.TE SIDEWALK EXTRUDED MATERIAL WITH A MINIMUM ^- THICKWESS OF I/2" . -�- P, d. dr ,:; t _�'`� �*- ` U _ SDE WALK SLOPE 0.4208 PR•C ARRC 6"RADIUS TRANSVERSE CONTRACTION JOINT 'A 4' - RAMP SLOPE 0. 0 917 6-6' RADIUS A -PT --- 5'-0" a � D 4� � � '''_'' .� _-_ CONCRETE BREAKING STRENGTH TO i pT. I SPACING TO BE. NOT MORE THAN 10 FT .a . ' a ' " - - 2. DEPTH OF THE JOINT SHALL BE AT Aapa 4 � '4 .-0 ` BE 3000 P.S.I. AFTER 28 GAYS aC v v a o ' xr�ti I ' 2'-6 LEAST ONE FOURTH OF THE CROSS - a 4 O � 'za ' a. ''!' Yt�, � � AiA1L80X CLUSTER SECTIONAL AREA a Q z1. .Q. .>.�.�; 5 -0 - ---_-- --- '?� _ 1 z , oz 04 O P ' A • ' '� d 0'- 61 _5'-0" 2-6 u� J I --- _ L 6" CURB \��/y� QJe� CONCRETE BREAKING STRENGTH 8-0 --� - 1 TO BE 3000 P. S 1. AFTER 28 DAYS . 1/2"MAX -77 - o " (EQUAL SPACING} - N ST R E F T ;� Q - -- -- - - - L -- ----NOTE:E Install two wee holes RA - I. CLUSTER SPACED ALONG ROADWAYS PREFERA9LE �� 3/4 0" ROCX LEVELING WITH 4 BOXS 10 A CLUSTER, ALTERNATELY p GRADE TO MATCH � per lot. SIDEWALK SLOPE. Q : 0'_4" COURSE AS SOIL CONDITIONS REQUIRE PLACED ON EACH SIDE OF THE STREET. 2 . ^��f drains shall meet -°`• weep 1,oles in curb. STANDARD CURB BICYCLE & WHEELCHAIR RAMP MAILBOX CLUSTER LOCATION �-- - _ __ -�------ - 50' R/ W ----- -- -_ - -- ----- -- -- ----- -- 25' _-- ---- ------ 2 5' ------ - -- -- __ Front of Mail Box to �\ >— 6" CROWN - -- V ' I �_'j P/L - �— Match Bac'. of Curb S = O 0294 P/L " GRADE TO MATCH UTILITY STRIP SIDEWALK SLOPE ° 4 EDGE OF SIDEWALK +? 94 " 3 Diameter `J - 1 CLASS "C ASFHALTI CONCRETE (OVERLAY) I � '��'" `vim �' Metal Post 2 CLASS 'B/C" ASPHALTIC CONCRETE �— _ a --- •;^s� � _�,s•::, �.. 1�8��x 12"x 18" C) 2" 3/4" 0" CRUSHED ROCK / GRAVEL i ;� f : '� � � Metal Base � � NOTE * \ I I LTJ C 82" - O'� CRUSHED ROCK / GRAVEL � � �•. �. "•:t•...�v?::... �`. co • 3l •:moi 'Yi:�:vJ:. _ :•>}{., :.:.;:y�,ri.• ', Y'i a . V 9 _—�_d GRADES SHALL NOT EXCEED 12% ON CU - LOCAL STREET; -- CURVES SHALL NOT HAVE LESS THAN Q'- 6" SIDEWALK SLOPE- 0.0208. c r J-• :."T \�%j��<< - -t-.__ -_� --� �s-3'-0"-s1-r - i" 3=0� RAMP SLOPE - 0.091] — +� ; .�•` �;!1/2" Bcl.ts for Support, ` IGOFT. CENTERLINE RADII ON LOCAL STREET. Double Nutted, 4 Req'd -..J CONCRETE BREAKING STRENGTH TO �n INTERSEC""I��N ANGLES SHALL NOT EXCEED �+� 600, UNLELS THERE IS SPECIAL 114TERSECTION r- � �` BE 3000P:JI AFTER 28 DAYS \ ��\ Mail Boxes to be Installed CU DESIGN �i�1Melm !_.Al, MIZ) !3r - 1,7V . . ONE INCH OVERLAY REQUIRED WITHIN ONE YEAR �L � �i%� \ 4" x 12" x 24" by U. S. Postal Service in a) -0' i Concrete Pad Accordance with Postal J r --- Regulations 3 LOCAL STREET SECTION — I/2"MAX �,T�/-,V� :' • 5 W cr Q STREET" - :«+' s, i MAIL BOX CLUSTER x 3/4 - 0' CRUSHED ROCK LEVELING I N � � , COURSE AS SOIL CONDITION REQUIRE -�► -- --- -------- 60 ' R/y, -- — 30' ---- — -- BICYCLE AND WHEELCHAIR RAMP � — — I \ 6" CROWN S=0.025 2' GRAVEL f N SHOULDER -- ----- X ---- - - - - --- I " CLASS "C " ASPHALTIC CONCRETE (OVERLAY ) - O J o o a NOTE : EXP i -I/2"PRE-M ULDED EXPANSION o - 6 0 I,,, a p _ I. GRADES SHALL NOT EXCEED 10%. - 3" CLASS "8/C" ASPHALTIC CONCRETE JOINT I JOINT Fi LER a Q I - - o 2. CURVES SHALL NOT HAVE LESS THAN A � - ,�_r- � a 3 3/4"- 0" CRUSHED ROCK / GRAVEL 8' l ,�•<' ,;,, I O o 0 200 FOOT CENTERLINE RA 011. !� P 0 3. INTERSECTION ANGLE SHALL NOT EXCEED 12 2" - 0" CRUSHED ROCK/ GRAVEL _ fZ S kPRON SLOPE "' ; 3 ( p o SIU A r :�•,f, t s `' 'r 60 °, UNLESS THERE IS SPECIAL INTERSECTION / of � .. ,A 5 Cr I I V g DESIGN � •• � '� Cr ]C d 4. OVERLAY REQUIRED WITNlFJ ONE YEAR ;a '. l 30' MIN. BETWEEN CURB I - -------- -- --- -------- - - I_ _ Vii;+ I. : S.W. WINTER LAKE DRIVE STREET SECTION �_ _ —_ ____—_ —_ — _ a� ; �--- CUTS ON SAME PROPERTY : 0 �j JOINT ACCESS �• 3 '1 3 -� s' (AGREEMENT) i Q 'c cc 71TA R_W r L MATERIALS: CURB W.O. No. H934 _ O �?"x 2"x 40",I2 GA GALVANIZED PERFORATED STEEL POST FACE OF CURB Desi nY T3 rig / r-21/2"x 2 1/2"x18",12 GA. rALV. PERFORATED STEEL STIFFNER POST Aqo. I" CURS _ _ _ _ _ _ _ _ _ _ _ \ q o GROUND NOTE . CONCRETE SHALL HAVE A MIN. R/W i 21fa"x21/4 x3G',12GA.GALV. PERFORATFDSI-EEL ANCHOR BREAKING STRENGTH OF 3000 � ' PSI AFTER 28 DAYS. \, 3/9"x31/2",GALVANIZED HEX HEAP BOLT WITH LOCK WASHER, 2 I I ��t 10 O OR 5/16' CORNER BOLT. '�? APRON SLOPE = 0.0729 I O 7/16"x 5 ' ,GALVANIZED CARRIAgE WITH FLAT AND LOCK Ifs 16 " -T-�__ ___ _ _____�__ -_ -- - _ _- P OF CURB E L J o wasHER,2BOt_TSPERRAILPERPOST PROPERTY LINE Q ACCESS L.R ECTING STREET �-0 5' MIN BE-''WEEN ADJACENT 30' Mlr� BETWEEN - I INTa O 2"xB"CROSSRt'ILS--PAINTED WITH REFLECTORIZED RED AND _ I A' `� d" G'��-= R%W !3 PROPERTY f ; a. - p WHITE PAINT - - - n r i o � ACCESS . 0 20 - -Z 5,MI�V 2.e e e : a e. SECTION A-A - 6" 2 SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ----- AND HIGHWAYS AND THE OREGON SUPPLEMENT " ._ 441, L CURB CUTS TO BE MEASURED REVISIONS No DPscrlptlon / Date By n 20 - -- I - DIMENSIONS l f t.) 3F-I BARRICADES �� - 6C 9 BARRICADE DESIGN iA 45,_;�- )( (Q 12 Ti4 is IfI 20 FROhI TOP OF CURB TO TOP OF CURB 1 CITY REVEIW 2/10/89 C 5C-9 BARRICADE APPLICATION GROUND �_ I2 — 3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE i ;� ;1 6 11 �3"�^ i� RESIDENTIAL DRIVEWAY DRI VE W'A' CURB -- CUT L_OL�ITION — WI 'H THE CURRENT STATE OF OREGON STANDARD SPECIFICATIONS L18 i: i� rC-'? HI';HWAY CONSTRUCTION U U U VILLAGE F:rTT1MEk�AKE PX #� STANDARD STREET BARRICADE ? OF 14 i I j pRt' ��1 �F8 41 . w4 ��11r �111�1�+111111+�II1�R1��►1,11,11 141I111�1�II1111C1�' (� �111�IITjII 1111+11 Il1C111�111�I1r1111j111�111'111�111�111I11+�+111111111+�+111111IT11fr111+11j11+!1111+1+�11111► 1 NOTE: IF THIS MICROFILMED !`"�+�' I 2 3 4 S.."�_ B 7 8 A 10 I I 12 ` DRAWING IS LESS CLEAR THAN THIS NOTICS-;-IT IS C4F_ TO QWITI' OF THF ORIGINAL • -- --- - . . ,,.. WING, of 62 92 cz Paz S2 1rz Cz zz Iz Oz 61 el t1 91 s1 til CI z1 II 01 -a 9 c 9 S r E z Imo' ` +111,1I1111111111111111i111h1►1111+1111111,Inlullltulhl111111111r,+111U11i�11»1111{11�1111111NHiuInn11u11t1+t�11I1lNIIl+111�,111�IIIIji 'llnlllH11nn11�imIII1��t►htnh►Hht�t�lhlMl�dYnIIIu11,1111u1111111mI ___i U9 1 • •. .. ,,• '�; her„ .�"►�;' �� }" �ry�''j ,.•- •o' ' •k I 4 :1