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SCHECKLA PARK ESTATES SUBDIVISION
10 . GHEGN b��A PAI?*]K is Note: 1. Ail road, storm sewer, and sanitarysewer construction shall conform to City of Ti and construction standards. Ph.(639-352 ROA D A L I G N ME N T 88th AVE 87 t Ct 'i ov O O 19544 104 9549 ("M: , + 1q968690 9785.000 &14 N 0 0 E 42._, �)'j3 © n 0 E 240.00 4 + 20 90 19964.986 9549.000 , 4t-` ".: 19728.690 9785.000 N J -O -O 134. `a5r -,-54.94 20099.642 9549.000 i5 -- - _ __ ._. _ ___ a G REILING ST- 89 th q.+00 99964.986 9549.000 0+00 19960.598 9177.511 N 89-06-03 E 236-03 S 20-56-18 W 259.483 2°-36.03 199 8bw 9785.000 2+59.48 19718.25u 9084 782 y -----_-____- , N 89-16-33 E 150,000 . ` 4+ 99.48 19720,146 9234770 t ' 1f 5986 9549.000 S 00-43-27 E i5.000 11 S 89-06-03 62.97 4+24.48 19705.147 9234.959 P: 0+62,97 1996 3.998 9486.0 41 S 80-06-03 W 46 930 2+59.48 19718.250 9084.782 RAD=150.000 ARC=47.124 S 89-16-33 W 68.000 SA -21 CA/2=09-00-00 TAN=23.758 3-+•-27.48 19717.390 9016.787 PT 1+10,09 19955.930 9439.809 ------________ 20 ' N 88-58-50 W 262.340 SCFIEKLA DRIVE RAG=385.017 ARC=267.700 CA/2=19-55-07 TAN=139516 0+00 20406,250 9244.479 N 89- F i-5 3 W 10.000 21 F 5� -"DC 3+7779 19960.598 9177.511 �` � y \L� N 60-19-10 W 117038 PC 0+10 20406.274 9234.419 �� e�j 2+1 RAD = 385 017 ARC =117 493 S 73-38-07 W 201.352 RAD= 354 474 ARC= 204.162 ST -13 CAi2=08-44-32 TAN=59.207 �'�, 5A-22 GC 4*95.28 20018.551 9075.828 CA/2-t6-30-OCA TAN=105.000 22 / '" RCC 2-14.16 20349.543 9041.284 Al 60-58-22 W 1100.825 ' 12 RAD=308.801 ARC =101.278 S 19-16-07 W 149.994 I!/ CA/2=09-23-45 TAN= 5! 098 RAD=122.179 ARC=161.496 ' r POC 5+96.56 20067473 8987668 CA 12=37-52-00 TAN= 95.000 ' � 1 N 80-07-00 W 04.570 �R, 3+75.66 2020'7. 951 8991.787 ~ ~�� RAS = 3Q8-841 ARC - I^a 0?8 S 00-31-00 W :32,281 rA 2 = 09-44-53 AN=53.051 RAC =20, 980 ARC - 134.767 I _ - - 7-00-85422 8884 650 C,4,,2--19-06-.53 TAN = 70 000 0.3 SA- 23 ► ,ti - c o: R r �+ 10 43 20075.676 8990 595 - _ 1 3-715,666 R.4C 5+ la 20067473 8987 665 - __..._� 89 Ct. SATTLER Rd. C2�) x244.479 C} IL OC.00 19..49.806 9999.083 IF ;� 5+96.56 RE1L.1 G 6 Y. A 5� OG S 89° .6, 32�" W 451.019 5+19.14 SCHE LA � OC 4C 2:4 25t ,050 ,4+51.02 19544,104 9549.000 - . ._ _ - _ _ _ _ _. _ _ • , S 89016' 32" W X83.596 �A-'S' � SA -14 *34.62 19535.463 13865.459 _ LCL ------------ --- +19.53 12 "ST � 5-1-10.43 SANITARY SEWER ALIGNMENT 7+01,64 01 , /2., A-- LINL D- LINE sT10 ��, C -00 20939.' 36 9767.416 5A13 0.00.00 19965.571 974.06�� q. 3.82,b 25 5 1` 33' 03' E 110,000 S 20' 56' i8" W 259.5CO REILING ST. 26 S `2 . • 10.GC 20829 .'77 9770 395 SA 16 2 +59.50 19723 206 9091.325 1/ S 31' 30 06' Y,, 1x -1,.4 7 7 S 39° 16' 33" W 84 606 5A3 2�y.51.48 20708.549 3696.470 SA17 3.44.11 19722.137 8996.726 ; 27 ' 5 2° 1S •15 �' 306 0,2" 5 A 5 • 51 50, 2G4�1f3.777 9684.277 SA 16 2 •59.50 19723 206 9081. 325 S 830 17' 45" E '174. G92 � S J: 53. 54 E 300.1174 28 5A5 8.5157 X0108.740 9688.562 SA 18 4 • 34 19 197 )2 812 9254.823 S 8 06' 03" W 145.000 - - - - - - - -- - -- - -- - / SAG 9.96.57 20106.464 9544.000 E -LINE S 00 00 00"E 136,556 31 SA 4 0 -OO,Ob 20408.7 77 9684.277 SA 7 11#33.13 19969.908 9544-00014 •25.eo o ° S.W. 88TH. 5 238 22' 07 w 130.000 5 C 00 00 ' 220 867 S48 •13 •54.CO 19749.041 9544.000 SA19 1 •30.00 20405.076 9554.330 30 5 8SO 22' 07" W 315,000 5 0° 00 00" E 200.000 SA 20 4#45.00,2039G.108 '•?239.455 i1 o+o5.00 SA9 15-54.00 19549.041 9544 000 CLo.05,00 N 89° 471 48" W 130.00,0 S0*ULADR. % 29 SA 21 5-75-00 20396.569 9109.456 (L 1+34.40 B '- LINE S 53° 56' 45"W 149,882 `CHECe(LA DR SA 22 /.24,88 20308.356 89118.283 rt2.77,89 7 �- '��'�59 908 9544 OCC 't x.23.00 5 %N. 88 TM. S 0"411 37" W 97 007 SCHECKLA DR A" sy `''- �'2 �"5"�, x 2+3 5A23 8.21 89 20211.356 898-7 106 O `I:.Ig 32 :r1 c t 7 4 922 R1:IUN T. - - - f_ 9„ a) 000 F LINE �A- t 7 1 SA 2'✓ 0.00.00 203-9E 108 92 39.455'2 r+oaAo l C LINE c 0` C8 07"W 191.846 SCHE((LA �,R S a' 24 1 . 91 85 202 "'4 262 9 2 351.0+92 3+27.48 � .A.2 4172 12 n + 70,' y , REILING ST. 33 �i'� i6 Vv C it REILIN13 ST, • •131s r�• -2 'ice a _a� .� t 9,56 / 34 3� REILING ST. DN SITE DETENTION EkISTIM 01EK STRUCTURE - L " vi 1 �7 I� O .ST -14 PI NE BROOK SA -I STREET G*D ,,i - a _ 42" DIA. P1 0 *$0. 00 ° SA- 20 E-1.tNE 8 8"A � 0''00.00 SCHECKLA 6', 89TH, CT. yA-19 Q,i' • V %D w �! IIL I+82.00 I � U- t A-24 � r 1 4 i / 1 a 1.) TITLE PA(3E ANO, AL, 61ENTS Z) ff!M CT*N"DET-AK.S 3,3 CONSTRUCTION DM -FOR SAT TLE R ROAD 4.) CONST. DETAILS FOR S.W. REILING ST.(EAST).S.W, 8T' CT, 5.) CONST. DETAILS FOR REILING S" (WEST) E.) CONST DETAIL FOR $ Loi DRIVE, S.W.89 CT, 7.) CONST DETAILS FOR S.W. 89T1-1 I SA -4 8.) A- L I NE SANITARY SEWER 9.) A,8.8tD - LINES SANITARY SEWEF 10.3 C -LINE SANITARY SEWER ,I 1.) E- LINE SANITARY SEWER AS BUILT PLANS UWERAL CONTRACTOR: DAI E &AW AND &NAVEtL 16600 $W, PACIFIC WWY SHERWOOQ, OF4' 97140 (639- M" INSPECTION: CITY OF TIGARD 12420 SW MAIN I GA RC , OR 97223 (639-4171) I r 5 76 20090 464 d?1 c F9 Q 7.19.53to ET,._ �� 111 ST REILING ST. 0 N 1NL _...-.,..- _ __._..___.._____ ��._ __..--"-. - -. --__ Its „ ST ,,,�,,.,•�, 27 S T ---- "----- ........,,..,......�......r.� 2(" ST 36.. S 1 • ...., *rlrlrrr.• «.. ... ..... M +� dam .M►M. �-. err .. r-'raP1: ESTATES; 1 OF .29 \0-00.00 S.W. 88 TH. 4+51.02 SATT'LC R RD. i "' ,!. ., ""�Ir�s._�.- t ,.,.. .,yam �r,.:..,, ,,;,�:LM�Ir,.nor,i.a�i.+•=M.' .�s^„..�-M_�'.- �.y _ .,.,1ryPy r:',,. ', r I) ,, .. -.� rllt�I�AI�I i IIII��ithl�ljt' tl�I�il) I'I�1' IIIIII�IIV rI'1 ( t�lll I�jI1IjIII�IIIllifjWho 1 I�IITIIll�f11 (IIIIIIl1111111 IIIIIII'111I111 TiIl1'11IIIIIIIn IIIIIIIlIj11111 �__- I 1 1 2 3 4 5 6 7 8 9 1�0 11 12 NOTE: IF THIS MICROFILMED �� '�"��- I "'--'---�•° ��� -- DRAWINL IS LESS CLEAR THAN THIS NOTICFr-IT IS DUE TO .•�E QUALITY OF THE ORIGINAL -'� ayE ez 9? zz 9? 6? ,tiz Ez iz In • oz 61 8``1 LI of it *1 E1 z1 II of 6 `w c 9 s E z swig" . ,�r►'NllIIIIuIIIIIIIIIUIIIUIIn)I�IIIIIIII�IIIIIIII1�111111111�IIIIIN11�11111t�►tiHllluil11It111nllutt�IUIItu11u�III11Illlnllrt�l>Ilt11l11111 nlllu�llHltll�If111Htt�Ittf�ull�tutit11�t11��ti�luIIIIIiIlulunllmhwltwltttl�wt�ul,lullut�lttltttl JULY 61992 11' bow ...... 14110011aw or0o",00%, or- �' .ai::, a w.; pit , ,e:R, i4.s. �e . 7.�a i1"':,i,rl" °xvF-rtiid�tia, , �s;;:1Tr• �'.w,�a!s� k • ��I a{Ia#i,; i t, r i-j.ryEaun�€ N f SCALE VIC I'N I TY MAP TORM SEWER ALIGWENT CALL STATION ARE %. EOUIVAI"ENT) ST --I 6+40.9420091.064 9554,000 S (10 00' WE 133. 000 ST -2 44'16.96 t"60-064 9554.000 S 0. 00' 00"E 400,895 ST -3 0+13.06 19559.169 9554 000 S 8 9° 16' 33" W 55.98 ST -4 5-02.00 i9558.461 9896.024 S 89.16' 33" W 323.00 ST -5 8+25.00 19554.379 9575.050 S 892 16' 33" W 309.62 DITCH INLET 11+34.62 19550,466 9265,455 ST- 3 0,-15.06 19555.169 9554.000 N 87. 47' 18" E 23'.172 B. 2+1568 19568.090 9785.000 _- ST -2 4 -►15.96 19960,064 9554.000 N 89° 06' 03" E 217.000 ST- 7 2+21.93 199634G9 9770.973 ST -2 4+15,96 19960.064 9554 000 S 81. 34' 0" " W 222 -993 ST -8 2+21,25 15927.363 9333 417 N 800 03' 45"W 155.343 ST -9 3+72.90 19954 171 N 61-104' 05" W 222 525 ST -10 5+96.56 20061.822 898.5.652 N 820 58' 50"W 119.814 5T_11 -7+19_53 -20076. 464 6866 7? 6 - ST -9 3+72.80 19954.171 91190; 405 5 20° 56' 18" W 264.515 ST -12 NO_4 REd 19707,123 -9085.878 OUTFLOW 20556.100 9174.209 S 09 15' 06" E 139.429 5i-14 0+67.50 20416, 68'1 9174,821 5 59° 28' 30"W 188.721 ST -13 2+55.42 20320.827 9012.255 scale 1 99 M eo DENOTE CONTROL POINT SET NOT TO BE DISTURBED BY CONTRACTOR I 40TE: C NTRACTOR SMALL NOTIFY ALL %FFECTE UTILITIES FOR FIELD LOCATI( 3EFORE C0_ N_STRUCT10N COIF NENCES. I 40. DA TE LE.SiGN ENGINEER & SLIRVEYO R R. L. DRINKWATER Ensifmw i Lend Su 8095 Southwest Cirrus nvf Beaverton. OR 97005 (303) 641. WM ` SCHECKLA PARK ES TATE S1 5H-r=ET tOTAL BUI•L M $ E E REV ts ION w Q y,pw: d �+, T-: d It 1 L= 3 7.4 i ul\t46+34.317 LET I+ I " 0+43.87 0 -- _ rnN �k - OI r _--1.=33.87---- al o �.N -4G 43 _ _----- R = 354.47 � f 1 11 .y 7: ZQ,J Ute v� -,F 23 00 CURB - �Q It- mo :� L = 30.82 3� t' S+:.4 ~ \ 5+62.64 _ Q _- �► POC 5+96.56 ' I 5, (41�1949 4 SC;HEC.KL4 DR. 95-28-27 192, \ R =23.00 CURB L s 3 8.3 3 I DETAIL S W SCHECKI_ A DR. & S W 89 th C t. DETAIL SW REILING STREET & SW SCHECKL A DR. zq z -o3 Q = 194-56-22 r, = 42 00 CURB INTERSECT 0400 ii - 0+41.43 DETA I LS 8 52-01-12 % R - 23 00 CURB / L - 20.88 ��0�� •w- I + 30.46 \ 4+14.08 bal P� (7L3+77 79 0+00 9� % 97?.36 1 RAD PT 1+82 8 - 84-35-59 ti+L41.50 _ R 23.00 CURB Q 6 = 142 - 01-13 !�` 1 L 33 96 R = 42.00 CURB L = 10 4.11 I s 17-4&-1 , �'" qL q � = 84 - 35- 59 - _ '7 ivD R 23-00 CURB L = 3 3.96 131,01 /rI DETAIL CUL. -DE -SAC S W 89 th Ct. DE TA I L W 89th PLACE 8& SW REILING ST. L = 142.90 j n= 52-01-13 '---`` G = 89-06-03 ,'-- R - 23.00 CUPS R 23.00 CURB 460.2 f� - +61.53 ��- 90-53-57 L 35 7 7 Jl�Q'�' i.'� - - ,. 'R - 23. 00 CURB L = 2 0.88 x ( / Irl L = 36. 49 I 4 �� z G7�-1 ! I ls�' I + 8 4.79 -� �� L,,e _------ 0+39.38 I __ _-- 0+40.63 �'% ` �� - z l-/0-47 7i4 =,4�. �> --' r / leo - - _111-39-45 I � � , . � �9• _ _ _ p = 1 QO 08 - 06 � r•� U R211 47 5 R - 33.00 CURB /(1 R 33. 04 CURB _ - 7 .F --r- )loi�j/OC,..p.��3 L 42.00 CURB L = 57.E7 t L = 614.31 3 = 23 -U4- 16 /89 �_ ( 155.26 R = 33. 00 CURB _ l =Z7-54�t'o 06 r i i "-40.63-- �T` ! d'/4' �%, L = 13.29 �.4+2030 88th AVE I ` Or \ 2+10.75 - -�� - - _ � 2+36.03 �p( /" 400 REILIN(D Si .. -40.63-- / '�\ lir• I r 1+81.52 .9.38 - _ •--�•---- -�.. r- a r �r I , �. 0+40.63 O M \q), - \0+39.38 ct 'n • I,{� ��7-` �3 , O= 89-06-03 1+95.40 ,� `i• R 52-01-13 �/�t�' Z, -� f/92 �` g0 23.00 CURB ,,yy R w 23.00 CURB (� ! 1� --_ -- it - �1 _�� `'T' _ ` - �0) 3+34.72 3-+80.08 R = 23 00 CURB _ L = 3c . 77 �D L 20.86 , �� \ 1 I 36 49 3 � 80.27i 2+76.66 3+81.52I % 4q i`r_ �� - r-- I / / - 524-- --45.36-- I _ � 8. U 1 _- - _ -- ----- -tet` - 90-53-57 3+27.48 W t.. �__.. ��19.48 --150.00-- I R = 23.00 CURB I 2-487.27 IM " L = 36.49 11 17 -- _ - ' �.1� �L.Ar�R TG LA DETAIL SW REILING STREET/,�- � & SW 88th AVE. ► - DETAIL SW REILING STREET & SW 87th COURT )0, � 1991i Iq9 � 9 I ; z X34 19 - �.f -- = 5 2 - 01-1-.-.•.-=i-•----� 3 -_. z5 '�. Z� 25� R 23.00 CURB c 2r". 88 \ /1�� i� R :: 23.00 CURB --I .00-- - -- - - - ----_- r 1 � L- 144 4 + 2,4.7 9 DETA I` S W 89th PLACE 8, -14 , , C U.L- D E- SAC 0 - 89-16-33 90-43-27 R - 33.00 CURB R = 33.00 CI4RQ L -- 51.42 . I T' L - 52.25 L 19� � � 17.4 L 199 _ DE A I L th AVE 1 i T W 0+ 54.37' � � I S 8 8 f3, 0+55.64 I 1 '3) SW STATTLER DR. !` 6'h5c 0 n = 284-02-25LOA� I Z) / R = 4 2_ . O U 7 UR ij 00 fL cr- iz N w i I DETAIL CUL-DE-SAC SW 87th Ct. 0 5 00.33 �• 50.70- _. w • E►8 t h "\V 4 io-00.32 �Iibllll�lllllllll+�11��11111III'(l+'�111111111'If11�11�,���1+1�1•� �Illtlltlll )111�1) II1.1•=IIt1I�l1►rllllll�"IIIII1�111�111�11�1�11�11;1�11��1,1,1,�11, iIIIPIIIIII�III 111�IIr11j,�,11 I 2 3 4 5 67 8 9 I0 III 12 NOTE: IF THIS MICROFILMED ►.� "•'��--•--- •�.�.. _. »,_ _ rRAwING IS LESS CLEAR THAN THIS NOTICG-r-IT IS DUE TO THE QUALITY OF THE ORIGINAL URAwiNG, OE 82 8Z L% 92 SZ tiZ EZ ZZ IZ OZ 61 Eta LI --'' 91 51 41 EI ZI 11 _011- 4 • J. 9 IS• -_.r -•--'s, E Z 1'-�-••�� NlIl11rII111111,111,1ltlllulu111+uI�lu�1II1�1111I111i�lull,u,ll,Hll,I,II}+r�i,I1�111111u1�1111NIt11111111(ullu�lluulllul,ullt#NHlrilll 111ii!II�IIHiflf��nnlitulitlll�uPl�tullttRl�rl1,1111ln11111111a11un11WUillullllull�lw�t1111.11uulllullWlnn JULY 6 1992 p 36-52-12 R 33.00 CURB L 21.24 --� 4. 09-4/3 E I _- Y4.+24.48 E ZS = 142--12-37 R = 4 2.00 k `URB VXIS /9K`& 8-97-44-00 R = 42.00 C: RR 714► `I I -A DESIGN ENGINEER & SURVEYOR 81=arl Orr" DPW P. L. STAMP SCHECKLA PARK ESTATES SHEET CLIENT TOT+II. N0.1 DATE I BY I4: REV1510N A FOROV% ' N = 93-11- 30 R �3 00' -URB It 1 L= 3 7.4 i ul\t46+34.317 LET I+ I " 0+43.87 0 -- _ rnN �k - OI r _--1.=33.87---- al o �.N -4G 43 _ _----- R = 354.47 � f 1 11 .y 7: ZQ,J Ute v� -,F 23 00 CURB - �Q It- mo :� L = 30.82 3� t' S+:.4 ~ \ 5+62.64 _ Q _- �► POC 5+96.56 ' I 5, (41�1949 4 SC;HEC.KL4 DR. 95-28-27 192, \ R =23.00 CURB L s 3 8.3 3 I DETAIL S W SCHECKI_ A DR. & S W 89 th C t. DETAIL SW REILING STREET & SW SCHECKL A DR. zq z -o3 Q = 194-56-22 r, = 42 00 CURB INTERSECT 0400 ii - 0+41.43 DETA I LS 8 52-01-12 % R - 23 00 CURB / L - 20.88 ��0�� •w- I + 30.46 \ 4+14.08 bal P� (7L3+77 79 0+00 9� % 97?.36 1 RAD PT 1+82 8 - 84-35-59 ti+L41.50 _ R 23.00 CURB Q 6 = 142 - 01-13 !�` 1 L 33 96 R = 42.00 CURB L = 10 4.11 I s 17-4&-1 , �'" qL q � = 84 - 35- 59 - _ '7 ivD R 23-00 CURB L = 3 3.96 131,01 /rI DETAIL CUL. -DE -SAC S W 89 th Ct. DE TA I L W 89th PLACE 8& SW REILING ST. L = 142.90 j n= 52-01-13 '---`` G = 89-06-03 ,'-- R - 23.00 CUPS R 23.00 CURB 460.2 f� - +61.53 ��- 90-53-57 L 35 7 7 Jl�Q'�' i.'� - - ,. 'R - 23. 00 CURB L = 2 0.88 x ( / Irl L = 36. 49 I 4 �� z G7�-1 ! I ls�' I + 8 4.79 -� �� L,,e _------ 0+39.38 I __ _-- 0+40.63 �'% ` �� - z l-/0-47 7i4 =,4�. �> --' r / leo - - _111-39-45 I � � , . � �9• _ _ _ p = 1 QO 08 - 06 � r•� U R211 47 5 R - 33.00 CURB /(1 R 33. 04 CURB _ - 7 .F --r- )loi�j/OC,..p.��3 L 42.00 CURB L = 57.E7 t L = 614.31 3 = 23 -U4- 16 /89 �_ ( 155.26 R = 33. 00 CURB _ l =Z7-54�t'o 06 r i i "-40.63-- �T` ! d'/4' �%, L = 13.29 �.4+2030 88th AVE I ` Or \ 2+10.75 - -�� - - _ � 2+36.03 �p( /" 400 REILIN(D Si .. -40.63-- / '�\ lir• I r 1+81.52 .9.38 - _ •--�•---- -�.. r- a r �r I , �. 0+40.63 O M \q), - \0+39.38 ct 'n • I,{� ��7-` �3 , O= 89-06-03 1+95.40 ,� `i• R 52-01-13 �/�t�' Z, -� f/92 �` g0 23.00 CURB ,,yy R w 23.00 CURB (� ! 1� --_ -- it - �1 _�� `'T' _ ` - �0) 3+34.72 3-+80.08 R = 23 00 CURB _ L = 3c . 77 �D L 20.86 , �� \ 1 I 36 49 3 � 80.27i 2+76.66 3+81.52I % 4q i`r_ �� - r-- I / / - 524-- --45.36-- I _ � 8. U 1 _- - _ -- ----- -tet` - 90-53-57 3+27.48 W t.. �__.. ��19.48 --150.00-- I R = 23.00 CURB I 2-487.27 IM " L = 36.49 11 17 -- _ - ' �.1� �L.Ar�R TG LA DETAIL SW REILING STREET/,�- � & SW 88th AVE. ► - DETAIL SW REILING STREET & SW 87th COURT )0, � 1991i Iq9 � 9 I ; z X34 19 - �.f -- = 5 2 - 01-1-.-.•.-=i-•----� 3 -_. z5 '�. Z� 25� R 23.00 CURB c 2r". 88 \ /1�� i� R :: 23.00 CURB --I .00-- - -- - - - ----_- r 1 � L- 144 4 + 2,4.7 9 DETA I` S W 89th PLACE 8, -14 , , C U.L- D E- SAC 0 - 89-16-33 90-43-27 R - 33.00 CURB R = 33.00 CI4RQ L -- 51.42 . I T' L - 52.25 L 19� � � 17.4 L 199 _ DE A I L th AVE 1 i T W 0+ 54.37' � � I S 8 8 f3, 0+55.64 I 1 '3) SW STATTLER DR. !` 6'h5c 0 n = 284-02-25LOA� I Z) / R = 4 2_ . O U 7 UR ij 00 fL cr- iz N w i I DETAIL CUL-DE-SAC SW 87th Ct. 0 5 00.33 �• 50.70- _. w • E►8 t h "\V 4 io-00.32 �Iibllll�lllllllll+�11��11111III'(l+'�111111111'If11�11�,���1+1�1•� �Illtlltlll )111�1) II1.1•=IIt1I�l1►rllllll�"IIIII1�111�111�11�1�11�11;1�11��1,1,1,�11, iIIIPIIIIII�III 111�IIr11j,�,11 I 2 3 4 5 67 8 9 I0 III 12 NOTE: IF THIS MICROFILMED ►.� "•'��--•--- •�.�.. _. »,_ _ rRAwING IS LESS CLEAR THAN THIS NOTICG-r-IT IS DUE TO THE QUALITY OF THE ORIGINAL URAwiNG, OE 82 8Z L% 92 SZ tiZ EZ ZZ IZ OZ 61 Eta LI --'' 91 51 41 EI ZI 11 _011- 4 • J. 9 IS• -_.r -•--'s, E Z 1'-�-••�� NlIl11rII111111,111,1ltlllulu111+uI�lu�1II1�1111I111i�lull,u,ll,Hll,I,II}+r�i,I1�111111u1�1111NIt11111111(ullu�lluulllul,ullt#NHlrilll 111ii!II�IIHiflf��nnlitulitlll�uPl�tullttRl�rl1,1111ln11111111a11un11WUillullllull�lw�t1111.11uulllullWlnn JULY 6 1992 p 36-52-12 R 33.00 CURB L 21.24 --� 4. 09-4/3 E I _- Y4.+24.48 E ZS = 142--12-37 R = 4 2.00 k `URB VXIS /9K`& 8-97-44-00 R = 42.00 C: RR 714► `I I -A DESIGN ENGINEER & SURVEYOR 81=arl Orr" DPW P. L. STAMP SCHECKLA PARK ESTATES SHEET CLIENT TOT+II. N0.1 DATE I BY I4: REV1510N A FOROV% ' �.' �. �I � 1 I I I! I r,_ r h e r_ e e � e a e► r r r '9 �. +111" �,..� • At, y III a •. tr y.M'1,� 4i ftF�l S 1.�it '-yid 1 1�• IN ww �.� 29 CITY OF TIGAR.D, (,' G COUNCIL AGENDA ITEM SUMMARY AGENDA OF October 15. 1984_ AGENDA ITEM : DATE SUBMITTED: October -8 1984 PREVIOUS ACTION: Had p.^evious One Year ISSUE:./AGENDA TITLE: Extension on Extension Sidewalk Bond for Scheckla Park PREPARED BY: Estates r REQUESTED BY: Ward -West Construction DEPARTMENT HEAD OK: "I1 -Y ADMINISI-RATOR: INFORMATION SUMMARY The City Council. appr.ved an extension of one year, on Octnber 10, 1983, The developer was to have all sidewalks installed by October 10, 1984, but to date there are still lots (see attached n.dp) without sidewalks. The developer has requested that he be given another one year extension to install the remaining sidewalks. AI_IFRNAIIVES CONSIDERED SUGGESTED ACTION Planning and Development recommends that the sidewalks be installed now. Gi.Y,%.A (0665P) L 6N� ���0 OhQr-�. �it.r ' Q•l�-`�Q.plslUy� I..d� J�,�. Sept. ?h, 1981 City of Tigard Att: Bob Thompson Ward -West Construction Inc, is requesting a 1 yr. extension on the remaining lots in Scheckla Park Estates. Enclosed is a copy of the remaining lots. Due to the slowness of sellinr o "LnV3 a t-wi I-iomes, the cast of putting in the sidewalks then having to r oaj tiv?v :)ut, would be to high at this time. This will be the last time we woad ask for an extension, would you please advise us on this. T:tank you, A .�� �/ / r/' /��/ Nerd Wardin Ward -West Const. rnc. Pres. CITYOF TIMAIM WASHINGTON COUNTY, OREGON September 6, 1984 Ferd Wardin 915 E First Avenue Newberg, Oregon 97132 RE: Sidewalk in Scheckla Park Dear Mr. Wardin: This is to advise you that your Sidewalk Bond will run out next month and you do not have all of the Sidewalk installed. Pleaee take care of this rightaway coo we will not have to file on your Bond. Sincerely, Robert L. Thompson PH: 639-4171 QO.�J - (0, Ig8.3 sn-L-) bot 4 ham, -5.5 11114-611 CITY OF TIGARD Sewer T.V. Inspection Report Scbe/(/I Indicate North Date Loca;--ion-Ts ZZ -11, 1-(-- -- Upstream M.H. No. j6/_ Tape No.___g__Operator_ Ab Begins at M.H. No._ILI & goes to M.H. No.10!V,4 W/Flow A/Flow Flow at start Sanitary Storm Diam. Length Type�,,Ap� Weath. Cond. Meter Setting Z- _.7 _Upst:ream m.H. Condition Main Stab 1--B—.—C—D Exit Stab FOOTAGE REMARKS TAPE MIN. A ILL CITY OF TIGARD Sewer T.V, Inspectiyon Report SL�eh- / •7r /T Indicate North Cate1��� Loc ation1l�7q,5- .g�� j���_ Upstream M.H. No._Tape No.� Operator.__.� Begins at M.H. No._6L/ b goes to M.H. No._f� i W/Flow—_A/Flow_,,Y_ Flow at startSanitary__� Storm Diam.ppit Len th T e Weath. Cond- -_ d_ g y p jf,, _ Meter Setting_ % Upstream M.H. Condition Main Stab_;W_A B- C D Exit Stab- - - Q,�P FOOTAGE AZ40 — REMARKS a-9.—_12.7 _ _ - TAPE MIN. CITY OF TIGARD Sewer T.V. Inspection Report 4) rdy�r Date/ 4Q.../_y— Location Indicate North Upstream M.H. No. :5 Tape No. C_—Operato rA4 0 Begins at M.N. No. 7, & goes_ to M.H. No._ —� W/Flow X A/Flow Flow at start _Sanitary___ — Storm Diam.1/' // Length:14%r Typej(,R Weath. Cond. Meter Setting.eq)t%Z ipstream M.H. Condition, Main Stab -,q,/,3 A1jf7B,_C____D_Exit Stab F00'rAGF. REMARKS TAPE MINAl. i CITY OF TIGARD Sewer T.V Inspection Report F,4a/ T"j,.o ecy'ia,n- ,50ieAI'a far � Date.. -/3-g,4 Location Indicate North Upstream M.H. No. --;60__Tape No.__Operator ,IQ�_ Begins at M.H. No._ & goesto M.H. No.r_ K W/Flow __A/c^^low Flow at star t-,PAL—Sanitary__—,A,- _ Storm Diam./0.- Length-J-Type_d-,ff*�'Weath. Cond.ffsa Meter Setting_Q.f) Upstream M.H. Condition_ )/)- -- Main Stabz-z2.,R B C D Exit Stab 79 5114-57 ���� ^� ~~ ~� � ~�� «� ��� CITY OF TlCADD Sewer T.V. Iompwot1mo Report ' Indicate �nr�� Dateot-Location �4 Upstream M.N. No. ape wo.—operator Begins at M.H' No. & g^ca to M.N. No. w/Flow&/Flo .11 Flow u� o�mr� �� Storm Diam. �eo0�h Type �ea�h. Coud'�~� Meter Setting_ Upstream M.N. Condition Maio Stab7,_5!)A_. C D �ni� 8�mh ___-___ FOOTAGE REMARKS TAPE MIN. go -Jv A4 Z)9 CITY of TICARD Sewer T.V. Inspection Report F, ".a/ -n 5190 -"y -/e" e 0 Location/Qi9.cy ,Q�'1--r��}� d�'�gy''�cl'�►-5�/�ur�LIndicate North Date—Upstream _Upstream M.H.No,�.-�'1� Tape No.___ Inspection begins at M.H. No. JAZ & groes j�-;i w/flow against flow^ to M. H. No._Sanitary --– Storm i Flow Pipe size Pipe length L�,,r Type of pipe at start 1 14.1 Meter settint,,,2� Weather condition <t A; Operator_�� Main Stably-L–A B C _D_ Exit Stab. 7, Footage REMARKS Tape Min. _ f Y r� -115 CITY of 'rI(;AHD 49 Sewer T.V. Inspection Report 1! & 9-3 1Sc-hr-k/1-9 Air, Location__(_ �3 4 LSy Indicate North DateIbf Upstream M.H.No. Ajj Tape No. '!j Inspection begins at M.H. No. Rg_ & goes, Iflow_ against flow to M.H. No.-66--Sanitary_L _Storm Flow Pipe size_ Pipe length _:L11! Type of pipeC._at start ?e O :� Meter setting_41EZF Weather condition_.5Z2A)operator � Main Stab A_ 1_B_ •92 C D Exit Stab q,ZO• 5 'Footage.. .Of 071M VAF' AN ROMP a 1� 1 I r ciTY of TIGARD Sewer T.V. Inspection Report .SGhnXld ri LocatIonfq YU ,eC 7— Indicate North Date Upstream M.H.No. -tl-.� Tape No. --?— Inspection begins at M.H. No.5�-q_ & goes_ z� w/flow against flowX_to M.H. No._.T4.Y�Sanitary__,&_Storm Flow Pipe size_ Pipe length Type of pipeat start3� Meter setting '7_r7 Weather condition 'S,rj [] Operator AO Main :. it " ' Footage.. V v � / I r / .� / s / � i moi'•► � i r r CITY OF TIGARD Sewer T.V. Inspection Report F 0 - ;? ; -or" '5� e- e- ), i -**rl h a Ir 1,2 6,, Ir Location Ar Date A5L-�.-4?3! Upstream M.H.No. Tape No. Indicate North Inspection begins at M.H. No.ff & goes w/f low against flow to M.H. No. -E5 --Sanitary_ AStorm_ P, 1 ow Pipe size Pipe lengthZo Type of pipep at start_ Meter setting.,ni Weather cond-'tion jku) -Operator— AA Main Stab 7?Z --B---C—, D Exit Stab__j,e0Z, Foot%ge REMARKS Tape Min. CITY OF ': TGARD Sewer T,.V. Inspection, Report Location C� _ � 11.0 A$— Indicate North Date ���.-�,� Upstream M.H.No.�/ Tape No. Inspection begins at M.H. No.iq;7__ & goes-44urekw/flow against flowto M.H. No. _Sanitary__,k_Storm Flow Pipe size__Pipe length .T iC I Type of pipe( feat start_ deter setting 1# 1#Weather condition�ZOperator_-q Main -Stab A d C D Exit Stab_ 7,1Z ?ootage AE14ARKS Tape Min. Al - ,Y rr ` 1 I I r II I CITY OF TIGARD Sewer T.V. Inspection Report She Ir Ad Location TgLs :�&Odgzl l A hz--- Indicate North Date Upstream M.H.No. ICZ Tape No. q Inspection begins at M.H. No..T;Z & goes a— w/rlow Aj against flow to M.H. No.H.3--Sanitary storm Flow Pipe size Pipe length,3_4' I —fE�—•—Type of pipe!.f,� at start'" Meter setting-0,10—Weather conditionew�-Operator_ Main Stab —z,-kL-A B——C— D Exit Stab 7 y/! - I Footage REVARKS Tape Min. 7.Z7 IVY. �T 4),Ar 4'5- // 'y 7Z CITY OF TIGARD Sewer T.V. Inspection Report Location V:U2 97Z4Z'Z4:1Z 4r Date a:1 7Z k=:nq:f Upstream M.H-No- No. Indicate North Inspection begins at M.H. No. :ZO2 & goes,C, w/flow A against flow to M.H. No._:Z Soanitary_,A_Storm Flow Pipe size Q,, Pipe length -, Type of piper,�at start 2e;6 Meter setting #1Z Operator conditionAC,� ,dj _ — Main Stab A —B—C--D Exit Stab 9- Q:7 - [Footage REMARKS Tape Min. Af"I 11 5:57 CITY 0! TIGARD Sewer T.V. Inspection Report o.�/ I',..0 .-L7`i,y id tviI i, 0 Location Indicate ��C'����1__ _ Indicate North Bate 1�-._/D- Upstream M.H.No. __Tape No. C� Inspection begins at M.H. No. = & goesJ5 F, w/flow X against flow to M.H. No._ZZSanitary__�_Storm Flow Pipe sizePipelength �l_Type of piper gr6 at startQL. Meter setting�JoWeather conditionSLIA)"Operator_ Main Stab-9,,L7_A B C —D Exit Stab Footage �— i Tape Min. _ — — REMARKS _ — ft ___----- CITY OF TIGARD, OREGON COUNCIL AGENDA ITEM SUMMARY AGENDA OF: 10/10/83 DATE: SUBMITTED: 9/22/83 ISSUE/AGENDA TITLE: Resolution of final Acceptance - Scheckla Park Estates Subdivision - Subieet to specific Conditions DEPARTMENT HEAD OK: v.....,' AGENDA ITEM N: PREVIOUS ACTION: 4/12/82 Placement on Maintenance Period (Res. #82-32) REQUESTED BY: , CITY ADMINISTRATOR: INFORMATION SUMMARY I. This subdivision's Subdivision Compliance Agreement and Performance Bond were approved by Council on 9/27/78, to assure development of said subdivision to City approved standards and to'set a completion deadline for all public improve- ment work therein. 2. The subdivision was placed on its Maintenance Period on 4/12/82 (a copy of Resolution #82-32 which facilitated that action is attached hereto). 3. All required work, except sidewalk installation, has been completed. 4. The developer is requesting, of the City, final acceptance of the subdivision prior to total completion of all of the required public improvement work therrin; and, is proposing to submit a one year performance bond to assure completion of the"sidewalk net" at a later date. 't�GaL•s zCaa9saa!!R!!!!!!sslS s!cssaslzC �zKl.axs-sxs-zs-_-sr..asr:s==^=xSssse:Zssssx�.0 ALTERNA,r.IVES CONSIDERED I. Require immediate completion of the sidewalk net within the subdivision, in accord with the uriginal agreement terms, to facilitate uninterrupted pedestrian travel in a timely manner. 2. Approve the applicant's request; and, pass the attached Resolution. SUGGESTED ACTION Considering that the Council need make a policy decision relative to: 1. Timely completion of sidewalk networks within new subdivision projects; and 2. Whether or not --teff should insist on adherence to the timely completion terms of executed subdivision developaents, without exception... ... no recommCndation is herewith proposed? FG. I t� ,a..� 1; ,,,� �.•, , , ii. , , CITY OF TIGARD, OREGON RESOLUTION NO. 83- A RESOLUTION OF THE TIGARD CITY COUNCIL ACCEPTING THE COMPLETED PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN SCHECKLA PARK ESTATES SUBDIVISION, SUBJECT TO FINAL INSTALLATION OF SIDEWALKS. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement. The Compliance Agreement provides that: "Upon receipt of certification by the Department of Public Works th>:t all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year .. N; WHFREAS, certification has now been received by the Public Works Department that all requireuents of the Subidivision Compliance Agreement have beenmet and that all work is complete, except for the sidewalks; and WHEREAS, the required Maintenance Bond has remained in full force and effect throughout the normally required maintenance period of one year; and WHEREAS, the developer of said subdivision promises to complete the sidewalk net therein by August: 25th, 1984 and is providing a $10,000 Performance bond to assure that such installation is done. NOW, THEREFORE, BE IT RESOLVED that the City Council. of the City of Tigard, Oregon, hereby accepts the completed public improvements constructed within SCHECKLA PARK ESTATES SUBDIVISION, said subdivision being recorded in Book 44 on Page 44 in Washington County, Oregon, Plat records, subject to completion of all sidewalk installation work by August 25th, 1984, except that all sidewalks on S.W. Sattler shall be completed as a condition of the passage of this resolution. AND FURTHER, the City Council herewith authorizes release of the aforesaid Maintenance bond and accepts thf- $10,000 sidewalk installation Performance Bond. PASSED: This Ia_ day of �CTa��� 19 by the Council of the City of Tigard, Oregon. A'I"1'E51: Mayor City Recorder APP VED TO FORM:. Cil`}/ Attorney (JH:pm-0039S) CITY OF TIGARD -5 Sewer T.V. Inspection Report ScJeli-)d 119,),& u Indicate North, Date —iP:r Location R94-4 j44?,CtF Upstream M.H. No.._Z& —Tape No. � Operator_,4/ Begins at M.H. No. & goc-.s to M.H. No._ 7-7 W/Flow— A/Flow Flow at sLart_!,!:4L Sanitary— StormDiam. -Length_3.,,Yl Typed,.— _,&6 Weath. Cond.< Meter S-itting__Ayl� Upstream M.H. Condition Main Stab_A,,�X4 Br,,ngC_ D Exit Stab FU ;T A G E_ REMARKS TAPE. MIN. 9' - — ---- --- Lac y-���—/C; �. Af D YV /V -A�A 4a A*140 CITY o!, TiGARD Sewer T.V. Inspection Report Dr -OP sc-,6 , /,- la )0., , h Location2-Zt ta- -dL2-- fipg;",-A — oT- "4I'n--'d' ?A' ” Indicate North Date ej_Upstream M.H.No. ZZ 7 Tape No. —7 Inspection begins at M.H. No. Z�- & goes&�— w/rlow against riow to M.H. No. --17 Sanitary Flow Pipe size AC) Pipe length_ Type of pipeeqjat start Meter settinV-,& ,Weather condition_< Operator_ A Main D Stab A_ZL D Exit Stab Footage REMARKS Tape Min. Li' C1. // 1,7 J 7Q CITY OF TIGARD / Sewer T.V. Inspection Report; s,,sdt c.r?v.- SGA&Q r/si Location ����.,��Li�l,� �T11 �1Indicate North Date /,�-, Upstream M.H.No. 7� Tape No. ,. _ Inspection begins at M.H. No.�_ & goesj� w/flow against flow�K_to M.H. No. Y_.Sanit,ary_)� ,Storm Flow Pipe size �9 �� Pipe length Type of pipet„ Zq at start `s Meter setting Weather condition�Operator lev Main Stab --A. _B C D Exit Stab — age REMARKS Tape Min. f� _ .fit, ,, — -- --_ - -------- - ---------- __�------------ --- ---- ,�a I CITY (w 'rIGARD Sewer T.V. Inspection Report F, ",dvr- .Sa4 s. - Location �',¢ f f 57'r9 -7J 29;t- 4-/E Indicate North Date _,Upstream M.H.No. Z9 _Tape No.__:Z� Inspection begins at M.H. No. _ & goes;��w/flow against now_to M. H. No. :_Sanitary__k_Storm Flow Pipe sizeq'f Pipe length_—Type or pipe/--Rt:!:� at start- tartMeter setting Meterir^) Weather condition Operator_,(_ Sr b oLn-- D Exit Stab Main Stab _A B C _ 9 Footage REMARKS Tape Min. ---- CITY OF TIGARD Sewer T.V. Inspection Report. Fi is / -I Location r. ., .�r.C^ )4 : Date., Upstream M.H.No. ;�, Tape No. Indicate North Inspection begins at M.H. No. t , & goesjj:.�w/flow against flow ,1 to M.H. No. PSani'cary___,Storm__ Flow Pipe size Pipe length1 Type of pipe ,_--; at start Meter set. tl.nr;_:Z.2 Weather condition operator operator 4S - , . r Main Stab A _B D Exit StabL^�, otage t REMARKS Tape Min. 1� �l �1• C� 1r'yt - _ _ .. -- -- i CITY 0F TIGIIRD Sewer T.V. Inspection Report Fi rg Location l��_;J Indicate North Date /i7_ -,r aj: Upstream M.H.No._�E/ Tape No. 77 Inspection begins at, M.H. No. ��_ & goes Lj�,51 w/flow. against flow to M.H. No._4z'--Sani.tary___2S,_Storm Flow Pipe sizer_Pipe length 5 , Type of pipeG���at start_ Meter setting-9-.Z—Weather condition-gi),j)�Operator Main Stab L• g�_A B C_— D Exit Stab Q� [Footage l REMARKS I Tape Min. / 3.7, r CITY OF TIGARD Sewer T.V. Inspection Report 1'.JA)6 Location Date Upstr .1 M.H, No._IX Tape No. FAIT /-„vG S3 Indicate North Inspection begins at M.H. No._Ra_ & goes_dLz66w/flow__ against flow to M.H. ho.f/ &� nitary_�, Storm_ Flow Pipe size_,5p"/ pipe lengtl, �, S ` Type of pipe�_� at start Meter setting -Weather cond1t1on_6Z2.gZOperator /9 Main Stab, A �. � B_jj_LC�j,y D Exit Stab �e Jr Footage _ REMARKS Tape Min IV t �� 11CITY OF TICARD 167 'j.3, Sewer T.V. Inspection Report 5' 4•h c %!'/a 'od Location 1i r tL-54) W -Zi! Indicate Nor+'h DateUpstream M.H.No. �'_� 'rape No. :J Inspection begins at M.H. No. %7g & goes w/flow against Tlowto M.H. No. V Storm_ _ Flow Pipe size Pipe length�_.R r Type of pipe r at start Meter settingWeather condition Operator Main Stab- -7. B�_C __D Exit Stab ,Footage _ REMARKS _ Tape Min. s� CITY OF TIGARD Sewer T.V. Inspection Report Location.`L'-1�:'' Indicate North Date /,0—!%, __Upstream M.H.No.24� Tape No. Inspection begins at M.H. No.Z_& goes�2t� T flow against flowto M.H. No. 7USanitary ---�V,_Storm� Flow Pipe sizePipe length__] � Type of pipe "R`.-, at start Meter setting_%weather condition_ __Operator Main Stab —A--B--C— D Lx Lt Stab1 _ .j�REMARK" Tape Min. L W iN r % V-7, A)9 %1 I qt 1 .0 CITY OF TIGARD�\ Sewer T.V. Inspection Report Fin a,! I„3�Oec-17 ` Location -. �;--— Indicate North u. Date 1_-4'- Upstream M.H.No. No. Inspection begins at M.H. No..Z & goes lw/flow against now to M.H. No.7!7Sanit2ry Storm Flow Pipe size Pipe length -=' r,7 Type of pipe-; at start -- i Meter setting -L -, Weather condition '`!;i<< i Operator —tV -� Main Stab A B C D Exit Stab1� 7� Mage - REMARKS Tape Min. -_ -ell G r'x�t >%.-!- Cif- 7 r7 ' 41 =- / r _-s.Zr:4-- 771411- "0 •� V SOJ p � ai00 a. <ty •' {r o� r N N n, 6 )1. C. I�Q N .cl . eo N � N � � r ;d N 8 rl �� 70+� $ ^7 80 ry , t A 91'50.9 A- _ / �'�' lo! V 8pcc N y N 8 W JOC CD • f '� m d — "' m d o lr D 8 j A (p� rn V� it {Z �; a u cu Im N 3 vlb S . 178 ). If S Iw d I� - - nG �{ 11✓ cn « � A 4 loot r° u.r{,% 3 r{ '��1— e{n.- _ S.W. {4 � 89TH nrrr .. so 10 8{ �• yp.a.°,..� o{.7s Y N � N 8J r) . )4 el rV J�• Ugo CP L' V f 0 i V ••CD w $ d � � L 71401 Lli r i m lor,oe i '�to sr 46 L•% .;S.WAEILING�ST.Go 7 "__P _ � p ), 9, 7, 1• ,. ,. Q7 y1 121 � 71 t /, t� ,• GOl ,i V Y. d � w � • to 1 -- - -- 1� � 26? to MUM= ME 101 3 4 111.• (. 1 ,C (riper i w N w to .s o, r =g m ID to to m 0 L y J. _4 0, - k � -/� A _ f^ ,Or- r � N r� W—J cr aO01 cD 1.0 N r I O '3 AV 4 HIS@ •M•S 30 ' `3 o t0 N PUP 1V fn i yl 4� O r. f a10 r N ri I - ... <' ' �.. . � : •; ' �. , � • , r► � a:w•;. ,«� , ��rt Yom►': �';'� �; r.;• u.�t V 't� rl1 ,1.ir�••r�,. "N i.., .1 , ,• , r , ' t r. ,. r �1 CITY OF TIGARD —12420 E.W. M IN — TIGARD, OREGON 47223. REC � s :.DATE:_ —, S .� _ _ A rX-V I ARS NAME:J.�C-D3xc��/ _ CASH: ti ADDRESS:CHECK: T` M.O.: OF FOR: ACCT.0 PERMITf1� 'SURCHAROI. AMOUNT SEWER BILLINGS 40-364 _ $ r BUSINESS LICENSE 05-331 PLUMBING PERMIT 0.5332 MECHANICAL PERMIT 05-332 EUILDING PERMIT 05-333 SEWER CONNECTION 40-363 _ _- SEWEP INSPECTION 40.365 _ •,• '*iTEM DEV. CHAt'GE 25-366 , r PARK DEV. CHARGE #1 30-Wi PARK DEV. CHARGE #2 30-.168 ZON114G ADJUSTMENTS 05-362y r�r L , Y `�/�/�'l•E!� �L. � /��i' Or411, �L J Cj / I'�•,t' __ _ / �� C.J 7+C� .sem 7 �ii� TOTALS�$�� O PECEIVED PERMIT NUMUNI Aif1014OP:~ Number Amount I Numbw Amouel I "yT" Amount S_ R'�"*'•15007 { R��.�+�yyrn :.#?;+�it� ,,y; p'«,1 �. is •y .'Y'.'d' y�, • r �:�•Ns�;"'•r`M`i'"N. •'+''I+ +'• CITY OF TIGARD — 12420 S.W. M., iN — TIGARD, OREGON 97223 RECEIPT J DATE _ - AMCUNT S- - -- ---- ------ -. �� ' DOLLARS NAME CASH: ADDRESS: ,/4, -+_ _-- S _77 - 2- —__-- 'CHECK: J� �. --- -- M.O.: - — # OF FOR: ACCT.+► PERMITS _ SURCHARGE AMOUNT SEWER BILLINGS 40-364 _ $ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 _ M SEWER CONNECTION 4C '63 SEWER INSPECTION 40-365 SYSTEM DEV CHARGE 25-366 PARK DEV. CHARGE #' 30-367 3 PARK DEV. CHARGE #2 30-368 4 _V ZONING ADJUSTMENTS 05-362 _ TOTALS $ M RECEIVED BY-_��_� PERMIT NUMBERS ASSIONED: Number Amount Number Amount Number Amount RECEIPT # 15007 CITY OF TIGARD, OREGON RESOLUTION NO. 83- A RESOLUTION OF THE TIGARD CI1Y COUNCIL ACCEPTING THE COMPLETED PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN SCHECKLA PARK ESTATES SUBDIVISION, SUBJECT TO FINtL INSTALLATION OF SIDEWALK::. WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, strut lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivisions; and WHEREAS, the City further required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year ..."• WHEREAS, conditional Certification has now been received from the Public Works Department in that all work is complete, except sidewalks; and WHEREAS, the required Maintenance Bond has remained in full force and effect throughout the normally required maintena;ce period of one year; and WHEREAS, the developer of said subdivision promises to complete the sidewalk net therein by August 25th, 1984 and is providing a $10,000 Performance bond to assure that such installation is d-ine. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of 'Tigard, Oregon, nereby accepts the completed public improvements constructed within SCHECKLA PARK ESTATES SUBDIVISJON, said subdivision being recorded in Book 44 on Page 44 in Washington Counry, Oregon, Plat records, subject to completion of all sidewalk i„stal.ation work by August 25th, 1984. AND FURTHER, the City Council herewith authorizes release of the aforesaid Mainter,ance Bond and accepts the $10,000 sidewalk installation Performance: Bond. PASSED: This day of of the City of Tigard, Oregon. ATTEST: Mayor City Recorder APPROVED TO FORM: City Attorney (JH:pm-0039S) 19 , by the Coun,-: i 1 TEcYi 25-7F2effE..�3 s A#J.s6Wert � A�� � c-�7" '�v = i}5 - r3N,cr C L: Rrt W AT15-C- '- PocJER T'6 G . CA gL& -rv, G A.5 5 rrcEG'T' T3 As& � 1CCAJ. � f3Asd IPJeTALI-.. ACy 1aT LtV S,�Rt^ae� NtA�wriGs ti� F, 5tr..4s f3Ar.RICApeI-. Sjvet4AL.KS `l` APO-wJS ;jfrI r�) 1q�r«,r;� �(SJ-t� r'-�;Gt�aSCNK!KIANF1 WHEL-L"Alf RAMPS ' M AILWGY.. Q cLdSTERS ` 5-,T-" e; r ca awrt N G r L. A" D `a GA Ft #J G AI EF-Ot: #.> Cw&ME-2Ar, Ur2N1^JACG Ole GErJGOCAL- SAFETY ni, �IlJrgl. CLEA4UP A/C—F-Pf'l-' MAINT. r3DNV � � = PArN.f-- sec-,Fo4'WAY Union Indemnity Insurance Company New York BOND NUMBER UI 59474 PERFORMANCE BOND — PUBLIC WORKS KNOW ALL MEN BY THESE PRESENTS: That we, WARD WEST )ONSTRUCTION, INC. as Principal, and UNION INDEMNITY INSURANCE COMPANY, a Corporation organized and existing under the laws of the State of New York, and authorised to transact a general surety business in the State of QEEf)N as Surety, are held and firmly bound unto: __ CITY OF TIGARD _ as Obligee, In the sum of _ TEN _THOUSAND AND NO ------------------- 100*** ___DOLLARS, w 1eb 00. bind ou_ ), lawful money of the United States of America, for the payment whereof, well and truly to be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION IS SUCH, that WHEREAS, the above -bounden Princlpal entered into a contract dated with said Obligee to do and perform the following work, to wit: --- SIDEWALK CDM=ION, SCEE(,M A PARK E.Si'ATE:S, TI13ARD, OREGON TO BE CONIl' = BY AUGUST 25111, 1984 NOW, THEREFOR", if the above -bounden Principal shall well and truly perform or cause to be performed, each and ail of the requirements and obligations of said contiact set forth, then this bond shall be null and void; otherwise it shall remain in force and effect. SIGNED, SEALED AND DATED this 24TH day of AUGUST 19 83 — WARD WEST CONSTRUCTION, INC. --� -_ PRINCIPAL BY UNION INDEMNI I UI INCF COMPANY i BY DENNIS - _ ATTORNEY-IN•FACT 9"80 ?on Indemnity Insuranit- UI 5!1.I , � ompany of New York ,,five Offices 260 Madison Avenue New York, NY 10016 POWER OF ATTORNEY ,()WALL MEN BY THESE PRESENTS: — ---- — Nr;l ��,t Union Indemnity Insurance Company of New York AhITRMARC11 3;), 19S.q res hereby appoint: Dennis Gilbert or Mary Gilbert -- of Beaverton, Oregon is true and lawful Attorney(s)-in-Fact, each individually if there by more than one named, to make, execute, sign, acknowledge, affix the Company Seal to, and deliver any and all surety bonds, undertakings, recognizances, and other :ontracts of indemnity and writings obligatory in the nature of a bond, fo, and on behalf of said Company and as act and deed of said Company, not to exceed TWENTY FIVE THOUSAND AND NO/100 DOLLARS ($25,000.00) on any single Instrument. IN WITNESS WHEREOF, Union Indemnity Insurance Company of New York have executed these presents Ag0AxeI ra �'°inog �This 24th day of Au�ttst-- _ t9 $3 >T S F A L i7 IVF •a �'� ro'� est viCE•PRESIOENt STATE OF NEW YORK j ss COUNTY OF NEW YORK) Q9 ?° MoIAi►� `:. On this 24th day of Aub'LiS,t19_Ubefore me came the above . LUCILLE S o named otflcerofunion Indemnity Inst, ancerompanyofNow York, tome person- �uu��c Notary Public, Statteo o5f f NNew York ally known to be the individual and officer described herein, and acknowledged NO 03 4727511 that he executed the fnregoing Instrument and affixed the seals of said corpora- '�a,,,,i�`° Qualified in Bronx County Mons thereto by authority of his office Term Expires March 30, 1964 CERTIFICATE Excerpts of Resolutions adopted by the Boards of Directors of Union Indemnity Insurance Company of New York: March 17, 1980: RESOLVED, that solely in furtherance of the Company's surety business, the Chairman of the Board, the President, Vice President, an Assistant Vice President or Secretary of thit, Company hereby is authorized to appoint Attorneys-ir.. act to represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach the corporate seal of the Company to such documents; RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating to the Power of Attorney by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond, undertaking, recognizance or other contract or indemnity or writing obligatory in the nature thereof; and RESOLVED, that any such Attorney -in -Fact may deliver a certification that the foregoing resolutions are still in effect and may insert in such certification the date of the certification but that date may be not later than the date of ftivery of the certificate by the Attorney -in -Fact. I, Thomas G. O'Brien III, Secretary of Union Indemnity Insurance Company of New York, do hereby certify that thr� foregoing excerpts of the Resolution adopted by the Board of Director of the corporation and the Powers of Attorney Issued pursuant thereto, are true and correct and that both the Resolution and Powers of Attorney are in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of each corporation +s'"lllicl this 24th __day of _- Amt __ 19___s3 iY sFAi g ` LI irisV /� �`" • �� Thomas G O'Brien III, Secretary ROBERT F. HURFORD, CIA r 538-2148 6282149 105 N. Meridian Newberg, Oregon 97132 August 23, 1983 City of Tigard Council P. 0. Box 233'7 Tigard, OR 97223 ATT: Bob Thompson RE: Scheckla Park Subdivision Dear Mr. Thompson: We have completed all work in Scheckla Park Subdivision as indicated on approved plans and specifications, except for some sidewalks adjacent to 10 unbuilt lots. The approximate footage of sidewalk unfinished is 950 linear feet. We are submitting a Pubiic Works Wond in the amount of $10,000. to cover these .unfinished walks and are asking for a special extension until August 25, 1984 to complete them. Therefore, at this time we are requesting a final inspection and. a final approval and acceptance by the City of Tigard, with exception to the unfinished sidewalks of Scheckla Park Subdivision and request release of the Maintenance Bond and Public Works Bond you now have on file Th<uik you for your consideration. Sincerely, G. Ford Wardin Robert Westlund WARD W1!ST INC. DEVELOPMENT 130. 2502 Portland Rd., Suite D Newberg, OR 97132 RDRF_F?T F._ HURFORD, CIA J96wwwrl 538-2148 628.2149 105 N. Meridian Newberg, Oregon 97132 August 23, 1983 City of Tigard Council F. 0. Box 23397 Tigard, OR 97223 ATT: Bob Thompson RF: Scheckla Park Subd:.vision Dear Mr. Thompson: We have completed all work in Scher,kla Park Subdivision as indicated on approved plans and specifications, .xcept for .gomc sidewalks adjacent to 10 unbuilt lot.q. T1,� approximate footage of sidewalk iinfinishe(A is 950 lint, -4r feet. We are submitting a Public Works Bond in the amount of $1.0,000. to cover these unfinished walks and are asking for a special extension until August 25, 1984 to complete them. Therefore, at this time we are requesting a final inspection and a final approval and acceptance by the City of Tigard, with exception to the unfinished sidewalks of Scheckla Park Subdivision and request release of the Maintenance Bond and Public Works Bond ,you now have on file 'Thank you for your consideration. Vogt/ AGINT 4' Sincerely, G. Ferd Wardin Robert Westli)nd WARD WEST INC. DEVF.LOPMF�V i' CO. 2502 Portland Rel,, SuiLa D Newberg, OR 97132 CITY OF TIFA RD April 12, 1983 WASHINGTON COUNTY, OREGON Ferd Wardin 915 E. First Newberg, OR 97132 RE: Scheckla Park Dear Ferd: In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City Council final acceptance action. The following listing, as a result of said inspection, summarizes items which remain to be completed and/or corrected prior to such action: 1. Storm water drainage problem at S.W. Scheckla Drive & S.W. 89th Court. needs to be resolved, 2. Large stump at the east end of S.W. Scheckla Drive needs to be re- moved, 3. Street barricades need to be r-Pplaced at the end of each dead end street, 4. Bike path and greenwaY needs to be completed, 5. All curbs and sidewalks need to be completed, and 6. All streets need to be cleaned and overlaid, including the r� street improv:ment on S.W. Sattler Road, (digging out and replacing base vhere needed). Therefore, after your action to reselvo the afnrmentioned and after our con- firmation (inspection) thereot, we will be able to submit certification of project readiness for final acceptance to the Council. Such certification will initiate formal Council action to ;.ccept the work and will subsequently permit release of the project bond. If you have any questions, please call me at 639-4171. / Yds truly, Robert L. Thompson Engineering Service Crew Chief RI_ T/dc - 12755 S.W. f.,.H PA BOX 23391 TKiARD, OREGON 97223 PH 639-4171 'P2o S C H V-- C K LA PFl Rit L�Pr► L'- _ ' �S A15 SA#J. 5'EW&C 1i--)0►r,/A&C r46Ct_rk" AT se.H6Q4Kc.q 31". seLiarc. eer CeaRly ��n�Ac� AT 5(LW-Q_KL.A i,J /+lTiielL �i Po cJ c rt '� V GAS v STt<E�T OAS& Gt e -AV. OAS* IIJSTAC.t., A,Cy l Ar L I FT Aye . 2.,140 L_ FT SaKFACI-e KAcw4Kksf- ---- ;.i l G t-4 s. 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OZ 61 91 _ _.L1 -9+1 6I " 11 01 6 9 1. 9 S, ____ 1p 11 c z I goffilow - . ., - _- I -,o+ ,1!!111111111111111111 Ill I IIIIIIIIIIIII Ill it�illintilll#tllllllillliltillifilI 111161 11milimbothittlind n iiiii, i I Jill I m i1im4w"Am Ill I iiiiiiiiih"diiiiiii[ilifidiffilitiiiiiiiIIIAWmdmtilllllllliiliiiiiiiiiliiiiljw6Adijidiiii6iini,iiiiiiiiijlioliiii 0 � . I I 'I, JULY 6 1 1;.. I - � 1992 No, - --.1- ___ ____ "Ilf",Illllllllllll� - I - - swomw - _qjsv,"'__��11111110 , . U f �,--Mw__--, I � i , I . = 710_�._ I ----.--- I , I I City of Tigard INSPECTION REQUEST for INSPECTION PERMIT NO.: I DATE:. '1 DATE ISSUED:_ Z—/ OWNERS NAME: ADDRESS: J CONTRACTOR —_. _ TEST. Air 0, Wntar ❑ , Visual ❑ , Laboratory ❑ RESULT: Approved ❑ , Disapproved ❑ , Pending ❑ SKETCH: i INSPECTOR DATE COTE: Attanh supplemental test data heret] CITYOF TWARD WASHINGTON COUNTY, ORKGCwI April 1, 1983 Ferd Wardin 915 E. 1st Street Newherg, OR 97132 RE: Scheckla Park Dear Mr. Warden: In reviewing your project file and after a check of onsite progress of work, we find completion is behind schedule. It is n,, understanding that you have discussed this matter with Frank Currie, but I find no record of what was determined thereinregard. Subsequently, please pro- vide us with a written statement of your schedule for completing the project. Also, the bond needs to be renewed to assure the terms of the original agreement. Very truly your5,, John S. Hagman Supt. Engineering Division cc: file JSH/dc -- --- 12755 S.W ASH P.O BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 a Two Way ""e"'° _ 3897775 To � Reference number --- -- le - L0 Ulk' M, H t3 s - , a Signed , To R — a P 1 r Signed Genf Adm 5967 Al`,(Gh�Q- l� Bonder — Do not write below At Date 1. RECIPIENT -- RETURN TO SENDER WITH REPLY August 19, 1982 Ferd Wardin 9', . 1st ,erg, Oregor. 97132 RE: Scheckla Park Dear Mr. Wardin: CIIYOF TIIFARD WASHINGTON COUNTY, OREGON In checking fiver your project, Scheckla Park, we find that it is impossible to get through on the bikepath. This needs to be cleaned up so that. you will be able to pave the path when you overlay your streets in your project. We had a call from Mrs. Re Smutney, telephone number 620-6436. She offered to go in and clean up the greenway. I think she wants the word. This would be up to you. We just want the greenway cleaned up and the overlay c_ompieted along with the rest of the maintenance items as soon as possible. Thank you, R. L. Thompson Engineering Service Crew Chief cmv — -- -- 12755 S.W ASH P.O. ©OX 23397 TIGARD, OREGON 97223 PH: 639.4171 CITY OF TIGARD, OREGON RESOLUTION NO. 82-3 &2 RESOLUTION OF' THE TIGARD CITY COUNCIL ACCEPTING THF PUBLIC IMPROVEMENTS CONSTRUCTED WITHIN SCHECKLA r � ESTATE, SUBJECT TO HEREIN SPECIFIED CONDITIONS WHEREAS, the City of ;ubdivision Ordinance requires subdividers to in --tall streets, sidewalks. `. lights, curbs, str))-m sewers, sanitary sewers, unto rground utilities and .blic faril.ities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Ccrripliance Agreement which stipulates that-: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One -Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year . . . .; and WHEREAS, said Certification has now been received, subject to correction of hereinbelow .listed deficiencies; and WHEREAS, the subdivider has submitted a maintenance bond for $115,340.00. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed vithin SCHECKLA PARK ESTATE said subdivision being recorded in Book 44 on Page 44 in Washington County, Oregon, Plat Records, subject to: 1) Completion of installation of all sidewalks and driveway aprons. 2) Placement of the (1) one inch, Class "C", A.C. overlay, including 112 street on SW Sattler Road. 3) Continuation of maintenance responsibility and-orrection of deficiencies, which may arise during the guarantee period. 4) Completion of bike path either 3 -inch of asphalt or 4 -inch of' concrete. PASSED: This 1 day of _ F(�.,1_ �, 1982, by the Council of the City of Tigard. Mayor - City of Tiga-r'd ATTEST: city Recorder - Citi f Tigard (_/ i I AMERICA N� FIDELITY FIRE INSURANCE COMPANY r�c+,,er ?< New York RIDER Bond No. 04-646- 2726992 2919134 2919186 To be attached to and forma part of _ Maintenance Bon�- 297.9232 Bond Number see above ____dated the 8th _day of December _� 19 8L issued by AMERICAN FIDELITY FIRE INSURANCE COMPANY, .is Surety, on behalf of Godwin psr ruct inn Ccs+ Trig--_---_---_..__-- - _-- -as Principal, it the penal sum of Sig:tv Five 1110uSand Tltrc.llundreclForty& Na1,LLARS ($ 65 340.00 ) and in favor of_ City of In consideration of the agreed premium charged for this bond, it is understood and agreed that the AMERICAN FIDELITY FIRE INSURANCE COMPANY consents that effective from the 2nd day of �ri�19__x, said bond shall ba amended as follows: The penal. sum of +.he above mentioned bond is hereby increased to One Hundred Fiftf_en Thousand, 11iree Hundred Forty and No/100. ($11.5,340.00). Provided, however, that the attached bond sha,l be subject to all its agreements, limitations and conditions except herein expressly modified, and further that the liability of the Surety under the attached bond and the bond amended by this Rider shall not be cumulative. SIGNED, SEALED and DATED this 2ntL day of}� r i 1 19 t32 Godwin Construction Co.,, Inc.. _ Principal By— ---- -- AMERICAN FIDELITY FIRP INSURANCE COMPANY By+ De Gilbert Artnr^,� �;, F;, 2919273 2919329 291.9394 llr6 11. r11 II �. ' S a.��` �C wt �t \ �, -�t-�c�t dt o nt �l l 1M'z.tv`�CK„��ct !�� '9�t� �1'�C.. QN 1�� 1 h �l ta,� 3 `/Q- �z- ,-- � �; �� �1,�-- �.. t� �� � � � � r �9 .-- �� � �' �. . �,, .��� �� _ � �� c G�� � � `� �'�M��!�",,.,.� -- ,�.i1`cam,. d►K- � � � �� Now e / w f fob �t moi- lrI/'rlo<iAdd /r h o z .V i 4 r //moi ervwl�6/r firr/.rr- .00'e, dime/s ere �1 44"jv-� (fJ,e Ae e"✓ '1M I 16v tz�..•� +5v% Ire*-\oD� �> �'�-o`tc� \�� �-C_�� � �� �\zc�..d AVS .� t.l'•s\n, rG���.ri� O} C r :3atG��7nncG �> l-e'v1ti�1\ .►c_G. '"7.�lrGG v�•'a•c.•..JC c_-.AU vv�. �f_ y\ww� o� �11S 3� .�\ tom' M7�\�n..�e�K?w•\tG 1 \ �.> �wcJlo�ea- U3.�, 5\.��.,.•.•..�e�. amt �d� 1� r• d� N��\K� `�M�C. �'�\31 M�C�H.�1•Kl.-C. �'1�1Y Vl 1 Y^CiNAI'M�I -t+t-L�-t.4r�.�. �_.ati...r e-r-s�•s�n•�. ?�—3�- g L> �~v�� l�� N\tir Lvt tC.wT VO U.Ft\\ZC cJ�10oc Gf K t LG F�it 11 s i "k,- -m-� 'a.\,J D�- Gr►+�.LId�G�e-GC+ 3 �zr'C oT `,t,t4 otO�\gY�C-�C with-3 -A C,%,%. GC- o♦,w?�►G t..� W\I"�1tGr► 'L G �So'000 OOC •�N7�a.�-'Cts � t--srv�1A\t� IN.`�Y3.�K'�`��1.'��G..►Kr�- \ c1 ` c t J G. 1 eWGal/�a« 10S. Z7NGG_ aAA. L--94F- 04, UA 16 11,�l L �.a�N. 1,w.t 4't t I1.. Gs O %Tl�- lAj Co 7 tG11sAte- 1 1s L34C7 d so,6C-v �Z1C..t�a✓� y SL..0 e_ iiWG �lar ��low�Ar 51.�1Lyk't'i V�\!b FEDERAL S A V I NGS AND L ❑ AN ASS ❑ L' IA TI ❑ N B[MJ.FRANKLIN PLAZA ONE B.W.COLUMBIA Pnn*LwH o,O-Cn..972 SB February 8, 1982 City of Tigard Tigard, Oregon Re : Scheckla Park Estates Loan No. 006426-1 and 006426-2 Gentlemen : The purpose of this letter is to assure the City of Tigard that Benj . Franklin Federal Savings and Loan Association is holding in a construction account $50,000.00 for the purpose of meeting .your one-year mainten, -ice bond requirements on the above-mentioned subdivision. We would agree to retease no funds from this account without .your prior written consent . If you have any questions , please give me a call at 248-1381 . Cordially yours , �' John Sears Assistant Vice President JS/ms I a RECEHE Q JAN 15 1982 CITY OF TIGARD October 2P, M-1 C. Ferdinand Vardin Robert Vestl un(l Godwin Construction, Inc. 015 E. First Avenue P.rwherg, C�) X7132 Re: ScheOla Park Estates rlvar Mr. I �rdin and Mr. l:estlund: Ve have rc,viewed your request that the the Association set aside funds in the loan in process account to meet maintenance requirements for the city of Tigard. Le �,ould agree to hold an ariount not to excc,(,d cFn,000 in the loan in process account for the a specific purpose of paying those invoices associated with the proposal and contract between yourself and Cascade Construction Coipany, Inc. contract. f,'o. E8-30 dated September 1, 1F)Pl. In the event the city of Tigard riust proceed against the pond and this agreement ; it is our intention to release funds only after your bonding conpanys' funds have been exhausted. If you have any questions, please do riot hesitate to contact me. Cordially, John Sears Assistant Vice President ,JS:kw-H2/37 i. I z z , FERD WARDIN rv[ti,uccca, catac� m-�tz TOLL FRRE 8x9.19 r;n^ev.�•r Fd Mq I 1 r r r RECEi dED DEC N 6 1981 CITY OF TIGARD Roger F. Anderson Dec. 24 . 1981 Anderson, Dittman and Anderson 8865 S.W. Center Street Tigard, Oregon 97223 Roger, I am in reciept of your letter concerning a release on work performed on my property at 8570 and 8572 S .W. Pinebrook . At this time the terms of the easment contract have not been met and I will not sign a release until we can come to some terms on the matter of restoration. D)jri;:q the past two years both my wife and I have tried to «et this setteled with Mr. Wardin. F.epeated phone calls and even a meeting ::i.t.h Mr. Wardin at the site have accompol.ished nothing. It appears that the delay was to allow the berry bushes and brush to grow back and now you tell me that they were not required to be removed. This is not true. If this is some kind of gome, I see no humor in it. I believe that both tennants who were occupying the tine of this dt-velopment are still in the Portland area. I would be glad to look there up if you would wish to verify exactly what did happen during construction. The grass that was torn up never was re-_placed properly. A year later a tennant rota-tilled up part of it for a garded spot. He could not believe I was tryng to grow grass there because it was mostly weeds . I hope tha now we can get. this matter setteled. I do not plan -)n signing a release until we do. If I can be of help in any way please let me know. I can be reached at work at 682-1414 or at home at 794-1183 . Sincerely, Mike L. Campbell. c City of Tigard , Bob Thompson I, Cat!.zileen Hambach, hereby certify that I have been paid for easements as agreed. M . Wardin, Mr. Westlund and Mr. Godwin have met all other commitments of easement agreement to my complete satisfactio,1. Uate Cathaleen Hambach °t" a Witness crow� , , RD r JS jr1Ct��•� � t +f'd c�l�fc,1� L---,340 S.W.VAy r o ssy syn eoMe,ostia+nsss na e».a,�-._.-- MAINTENANCE BUND BOND NUMBER. u4-646- 2726992 2919278 2919134 2919329 KNOW ALL MEN BY THESE PRESENTS 2919186 2919394 2919232 THAT, Godwin Construction Co. , ,Inca .... .. --. . ..p . y..... q neral Buret business in the State of .... ..Oregon................. as Surety, are held and f as Principal and the American Fidelity Fire Insurance Com an authonred to transact y firmly hound unto .. .. .. _. Qttly. .Of...TlgArd...... .. . ....... .. ..... ... State of.....4X'.egon ..... in the sum of ....8.�,�t,y..,,Five Thgµ a. end,,,threP Hundred Fo;r'�otlars I$. � � � ,.�0. lawful money of the Uniteu States, for the payment of whiL,1, well and truly to be made, we hind ourselves, nur hers, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT WHERE ....0 p with the Ohlrgce for Construction ion of Im rovetnentfa Sche AS, the Principal entered into a written contract dated and, WHEREAS, the said Principal is required to post a bond to protect Ork eE g.ai,ntefs,fIsuIt of faulty material or workmanship for a period of,. , ..One Year from and after December $, 1981 NOW, THEREFORE, if the said Principal shall for a period of Onls year from and ,lfter December 8, 1981 replace any and all defects ares nq it, said vork whether rrv,ulthny from defeLtiw! matetials or defective workmanship, then the above obligation to he void, otherwise, to remain in full force ani' effect. SIGNED, SEALED AND DATED this 8L'hDeceinher day of...".. 81 Goduln Construction Co. , Inc. ley 1 .......... ............................... .. ............. .. .. American. Fide Fi , a By Dennis , ber 382 11(1/79) AMERICAN FIvELITY FIRE INSURANCE COMPANY WOODBURY, NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in thr State of New York, having; its principal office in Woodbury, Stale of New York, pursuant to the folloo,ving resolution, adopted b.\ the Hoard of Directors of the said Company on the 1Rlh day of Fehruary, 1969, to toil: "The Prpsident, or any Viee•Presidento or other officer designated by the Board Executive Committee .hall have authority, severally, to make execute and deliver a power of attorney constituting as Attorneo,-in Fact such persons, firmor corporations as such officer; may select from time to time," does hereby make,constitute and appoint: DENNIS V.GILBERT and/or CHERYL L, HAWKINS and/or MARY M. FERNEY MARY GILBERT and/or CAROL GINTER of BEAVERTON,OREGON its true and lawful attorney(s)-in-act. with full power and authority hereby eonl'c-rreri nI its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, as follofoes: Specifically and only on bonds executed having Guarantee indemnification of the SMALL BUSINESS ADMINISTRATION in an amount riot exceeding$250,000.00 as to an% one project, for or on h'hal f of this Company, in its business and in accor- dance with Its charter, and to hind AMERICAN FIDELITY FIRE INSURANCk.COMPANY thereby,and all of the acts of said Attornoy-in•Fact, pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF, the American Firiehty Fire Insurance Company has,caused these presents to be signed h} its President and'nr Vice-President,and its Corporate Seal to he affixed. AMERICAN FIDELITY FIRE INSURANCE COMPANY Luther H. Williams, President State of New York l County of Nassau j ss. On this 27th day of August, 1980 , before the subscriber,a Notary PubCc of the State of New York in and for the Counts of Nassau duly commissioned and qualified, came Luther 11. Williams of life American FideliIN Fire Insurance Ctimpan�, to nu personally known to be the individual and officer described herein, and who execulerl the preceding insirumeni,and arkuotel edged the execution of the sane,and being by me duly sworn, deposed and said, that he i, the ol'licer of said I'onfp,im akires;ud, and that the seal affixed to the preceding instrument is the Corporate Seal ul'stlirl 1'ontpan�', and the said Corpor,u-` tif`ul and ,ignature as all officer were duly affixed and suhscrihed to the said instrumvio !n the aulhorito, ;wd dirvetion nl'the ,ait1 Corp• oration,and that the resolution of said Company.referred to in the preceding instrument,is nfiw III t'orcc. 1N TESTIMONY WHEREOF', I have hereunto set m.v hand, and affixed my official veal at Woodhur), NeN Turk the day and yearahov(, written. 00 00 Notary Public 0 FLLFN K. DONOHUE NOTARY PUBLIC, State of New York No. 30.6070410 EQualified in Nassau Count), 4'E State of New York j Commission Expires March 30, 1982 E SS, County of Nassau j CERTIFICATE 1, life undersigned, Assistant Secretary of AME111CAN FIDELITY FIRE, INSURANCE COMPANY , .I a 1, f orilorlttiofl ul' n the SL le of Now York, DO IIERE14Y CE'lITIFY that 11... fon-going and attachefl Pt,wvr of Atlonn'c and t rllll ,o off \nlhnrll� remains in full force anrd has nul hoer revoked; and furthermore, that the It, solution of Ihp Hoarfl of Ihrf im, .I. &I fortdf nl f the t'erllfu,Ile of Aul.horil�, arc now III farce. a O tilgned and tiealed al file sail!Companv. at Wntdburp New York,dated this 8thrlas fit' December 1!181 S'� �"� Assistant Secretan• \ 1►CGC11Cl. bC ul wu,rc�uNy P.O.Box 1448 forcords Beaverton,OR 97005 9670 S.W.Beaverto►, Alladale Hwy. Retu. Yellow copy to sender ' 503/643-8461 "t•nr•rnrr..•rn}.nln•rnr...t,.rfrfl!Irr. ............ I 7rip r 1l' Attn: Roseanna Date: 12 8/81 Sub'ect: Godwin Construction Co. , Inc. Schockla Park Estates - Maintenanc To: Bond Robert r. Burford Insurance ox _Newbery;, Oregon 97132 Enclosed is a maintenance bond in the amount of MESSAGE �65�340. I understand_ that Ben )Franklin will provide a $50,000. S guarantee directly to the City. This will be in keeping with S the original not aside guarantee of Dori Franklin made to American A Fidelity. Thus# should there be a default in completion of any G improvements# the funds set aside by Den Frankhin will be nude E available immediately for completion of the improvements. Best Regards►, i Please. By ,- Reply TO De �_. Gert REPLY L Y 113j To: City of T9.r;ard November,1981 Attn: Mr. Frank Cxrr:ie Dear Mr. Currie, This is in regards to the release of the bond co::rected to the subdevelopment at 96th and Sattler, Tigard. I believe Mr. Ford Wardin, M. Godwin, and Mr. West Land are the developers. They used an easement thru our property at 14745- 14,747 S.W. Hall Blvd. to run a tswer line. The property was not "put-in-order" , nor were we contacted about the unsatisfactory c,indition of our property until close to 2 (two) years after the installation and oui initial "comment" on the condition of the pro- perty. Due to y-our's and the City's cooperation (arid support) theY did finaLLy contact us. In mid-August,1981, we met at the property with one of the devel.opers and his landscapers. A satisfactory agreement was roached, with work to start mid - la.te Sept., or possibly the firs: part of Oct. The %ork was completed, by a differ- ent Landscaper, having had no :s:,.iference with us, 'Ly mid-Late October. Their work Is quite satisfactory -- except grass seed was planted, per the developer's in- strrictions, instead of sod, as we had agreed upon earlier. The reason being, besides the lateness of pl.aiiting, is that a gully drops off from the grass and since the sewer came through, we have had o,xite a wash-out problem - which the sod wa.:, hopefully, going to correct. At this time (Nov.1981), ONLY on the condiV.on that $500.00 minimi.xm, be withheLd by the City, to pay to a landscaper next Spring (182), to correct any problems resulting this minter due to lack of seed germinatic,n and/or consequent wash-out pro!)Lems, we do consent to the release of part of the bond. We are hope.fuL that all wilj turn out fine; out since our experience with th. .s ovor the past two ,years isn't alL that reassuring, we MUST have money held by the G'Ity for satisfaction. We have been most patient witii these men,and we now expect their understands f• in this matter. If the City re.eases the entire pond, we assume that the Ci'Ly is then accepting, respo—4,bility for the property until RLL is sett Led and completed so that the area suable agair. We have discussed this with Mr. 4ardin, and he agrees that it reasonable solution for the City to wi.tlihold (or secure as a separate bond) the $500.00 minir-um. We will. send a writton re- lease in the :3pring of 182 when al.t is well. We "Thank You" for your continued cooperation in 'iiis matter. Please don't hes1tate to contact us if questions arise. SincereLY, hm ICyLe and Dorothy Gra 15445 S.W. 150th Tigard, Oregon 97223 620-3641 f1.0y 29, 1951 !gill Godwin 370 T; rreenbur�! Road ''cite 413 Portland, OF 97223 HA: Scheckl.a Pary 1'stntei bear 'fr. Godwin: In response to your request, an inspection was conducted of the proposed public {^^:..; :; t: °- a4Ad subdivision for the purpose of determining readine: s thereof for City Council eatative acceptance action. The following, listing,, am a result of sail inspection, sit-r-iarizes iter'nG � which remitn to he completed and/or corrected prior to such artinn: 1. :•seed si,^,ne-4 release and waiver forms fros each property owner that the off—site sanitary sewer line passed through. I 2. Need a nnintenance bond in the amount of 5115,340 ,110 9+:bmttted to r»rtber, t'iou^h .t in rneo,-nizefl !+t:it Mitionm nn,l leleti— will occur herewith ;throw-horst hhe one—vear -wflntenanec+ � iarantne period;, the folim?ino listing suim:uirizea items noted to'date which regain to be co,nplate,l and/Or corrected prior to City final accert.-rice. 3. ;'red to have all nidewall�n ant Orive-way anrons inntnlled• 4. Need to have the hikepath finished (3 inches of asrhnit nr t., inches of concrete). 5. All streets need to he mrorl-i-nd, incIndin,- the k' rt_rert on S.". Sattler stows. i G. All damAf!e4 curbs, sidewalks And Apron will need to be rP,,Rire-l. r Therefore, in reference to the condition of the project Co!-iplixir,c / reerient, we find we will be able to certify project readiness for tentative 1ccnptnnce, to the Council, when items number one (1) throuvh two x;21 above arc complete. i Pane 2 Since the anpropriate maintenance bond options aUd, also, since fin.il wort: completion deadlines were previously .addresser•, in the project co;•tpliance aerecment, I wont elaborate thereon. i, If you have questions, please call :.ie at 63;-4171. Yours truly, R. L. Thoq)son rn;;ineerin;; Tech. TI cc: Ward �4est Tnc. Fred Wardin/Sob ,.estland RLT:pjr 4rJuly 200 1(991 1%.. PPCF/ -C0 'jU( , V'98/ Ory 91 / Of [10480 TRI-SPAN CONSTRUCTION 7414 S.E.Sherman Portland,OR 97215 Shop 771-4222 Richard Smith 657-4607 Ron Winslow 774-4809 !ole '!'horripvon I)epartment ",ity Of '71,<Ard leeentl );,, y our comny ioured a drivewny, 01.Ity -jpproach €,nd city S-idew-lk at "clicckla i...rlve for !cdwjij (3.onst:rLjctjj),-j. ecause of n ;,)-roble,n in ao,nmunic!iLjon 'oetweeri our cre-vs, the '(.')ncrete ivls poltr-ed befoi,e A inspection W,'?e7 ""e n-pol-O.-Jze for, t1ds oversight and w,111 !;uprantee. the rjuf�,lity P.rid workrrin,-isbip Ir Rmi problems -risrj in tT19 future. 07 �: .Z31 ,.eK �.. fir..-G�C..t� ��� ��' ��� ��� cPL<t.F' � � ,�.t�yc.�Gaat� .`/`, �.,.a �c�1�. ahs �� �����• -� �z..�'-rte-� � ' .�,� u. ���� � T Ak RECEIVED DRINKWATER ENGINEERING, INC. MAY 2 b iow 9205 S W BURNHAM.ST TIGARD,OREGON 97223 �� (503)639.1155 May 26, 1981 ((( 77 Mr. Frank Currie, P.E. City Engineer City of Tigard 12420 S.W. Main Street Tigard, Oregon 97223 Subject: Scheckla Park Estates, Driveway Breakouts Job No. 80-18 Dear Frank: We have received a request from the development group of Scheckla Park Estates to ask for a variance from present city procedures on driveway approaches. Our clients would like to fill the void created by removal of existing curbs with concrete as opposed to asphalt up to the bottom of the first lift of asphaltic concrete. l:t is our opinion that for this particular project, this will form a better seal at the new driveway curb edge keeping water from penetrating sl )grade and give a stronger subbase with which to put the final lift of paving. I would appreciate your review of this matter, and if you have any questions regarding thin, please contac me. r� re Y, / i D i Cer, I •i n i- cc: Bob Westlund Bill Godwin Ferd Wnrdin I flay 1.3, 1981 Bill Godwin 9370 Su !,reenhurf; Road ouite 413 Portlnnd, OR 97223 Re: Sch��cltla �'�trites Dear Mr. Godwin: We must insist that you have the sanitary newer manhole at the north end of ^T' K)th Avenue cleaned out and also, the sewer linen froui rianliole SSo. , to '.Sall Boulevard flushed. You muttt also get a manhole lid Placed on ctanhole No. 6. This problcm has hticome a public health;safety hazard. Further, you need to take Action to clear out anll install 0:e grille on the catch basins and flush the storm sewer lines on Adth Avenue. If you have questions please don't hesitate to call me at 639-4171.. Yours truly, ?. L. Thompson Public Works Inspector RLT:pjr s�- ....... - / t +'� 9•► �/ ® ,� ' mil r�(' 010"If 1-f w •.. � A. I Mitth 3, 1981 Bill Godwin 9370 SW Greenburg Road Suite 413 Portland, OR RF: Scheckla Park Estates Dear Mr. Godwint In response to your request, an inspection was conducted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City'.:Council tentative acceptance action. The following listing, as a result of said inspection, summarizes items which remain to be completed and/or corrected prior to such action: 1. First catch basin Teat of SW 89th Avenue or SW S,ittler needs to be relocated furtbar went to catch water at the "lo'. spot' in !ne street. 2. 7t.ree (3) catch basin grills and (1) manhole lid needs to be replaced. 3. All streets need to be cleaned. 4. Sanitary sewer system needs to be cleaned and in full operation. S. The maintenance bond needs to be submitted to the City. Cu-ther, though it is recognized that additions and deletion w9.11 ocrur herewith (throughout the one--year maintenance guarantee period), the following listing summarizes items noted to date which remain to be completed and/or corrected prior to City final acceptance: 6. All sidewalks and driveway aprons need to be installed. 7. All mailboy clusters need to be installed. 8. Storm sewer system needs to be flushed and all catci; basins need to -be cleaned. 9. Tiarricade needs to be installed along; SCJ 87th Court. 10. Curb needs to be replaced in front pf Lots 40 & 41. 11. Water meter box needs to be replaced in front of Lots 40 F. 41. �I i Bill Godwin Pace 2 T4arch 3, 1991 12. Three (3) inch A.C. bikepath needs to be ,.laved when the overlay is planed. 13. A one (1) inch A.C. overlay, Class "C", needs to be-placed within the one year maintenance period, but not before 90% of the homes have been constricted. Therefore, in reference to conditions) number seven (7) rid eight (B) of the project Compliance Agreement, we find we will be able to crtify project readiness for tentative acceptance, to the Council, whet1 items number one (1) ?,.r through five (S) above )are complete. Since the appropriate maintenance bond options and, also, since final work completion deadlines were previously addressed in the project compliance agreement, I won't elaborate thereon. If. you have que;,tionn, please call me at 639•-4171. Yours truly, R. L. Tho-mpson Public Works Inspector RLT:pjr. i Ada Godwin Construction Company, Inc. LAND DEVELOPER 9370 S W GREENBERG RD - BENJ FRANKLIN COMMONS LINCOLN BLDG STE 413 PORTLAND, OREGON 97223 (503) 2451103 February 25, 1901 (DECEIVED FEB 216 1yb1 CIT'. OF T I G A R O CITY Of TIGMD 1_420 S .W. Dain Tigard, Oreqon 97223 Attn : City Engineer RE : Scheckla Park Estates Lots 1-60 Gentlemen : As th, city ' s records Will indicate, the requirements With respect to public inprovements Within Scheck,la Park Estates have been Fully Met, and it is my understanding that the city may feel some additional curative or remedial work may be required to complete the project sufficiently to release the performance bond in exchar.ae for a year 's maintenance bond as normally required in these circumstances. I would appreciate it, therefore, if you would advise me in writing what curative or remedial work remains to be clone to meet your requirements to accept the project subject to the one-year maintenance obligation. Your immediate response and advice will be awaited. Very truly yours, G.0)C1WIN CONSTRUCTION . , hNC. ~ William A .%O�f n President 1 SAIL �,;�cs� iqslp% OYl -S.flS.e }f/a r ..AoyxKwtf�t•— yitS co Ot ri opM � � �� s o" IVA* ro 7 40* e .ove-nber 1.2, 1980 Bill Godwin 9370 SW Greenburg, Road Suite #41.3 Portland, OR RF: Scheckla Park .";states Dear ''r. l,o(lwin: In clieckinq the nroject al-)ovo T rind that the wheelchair ramp at Schecicla ')rivo rind S.' "eil in,c ^.tre et is not built correctly. At thn time the inspection was requested the driveway apron was "0!;" but the sidewalk and wheelchair ramp was not co,,Ipletely formed. Vie si.de— walk was hoin" forttied, properly, but the ramp had yet to be done. Hpon reinspection everything had been poured. Subsequently I lnft a regi taS, at the site stating that the ramp had to be corrected by you or your contractor herore the City can neceht: thr, project. 1 IN e"Clogini, a copy of our wheelchair ramp stan-dard for your reference. .Also the catch basin c-ri:in have. not Leen ronlacel on qW With Avenue. 11vol„lave any quentions please cell this nfl"icp. Yours truly, K. L. Thompson Public 14orl-n Inspector I �Lp;pjr Enclosure DATE Al TENT,ON RE TO GENTLEMEN: _..--------- -- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via _the following items: I I Shop drawings U Prints ❑ Plans 171 Samples I I Specifications ❑ Copy of letter ful Change order COPIES DATE - NO. DESCRIPTION THESE ARE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted 1 1 Resubmit copies fog approval 0 For your use i_l Approved as noted LI Submit _.__.copies for distribution 1 1 As re(tuested ❑ Returned for corrections Ll Return _corrected prints ❑ For review a Id .ornment 171 I I FOP, ©IDS DUF _ _ _ _ _ 19_ _ U PRINTS RETURNED AFTER LOAN TO US REMARKS_ _ COPY TO SIGNED: ro"M vui 1 ArsssbNtrps[�J Mau u,Oc If enclosures are not as noted, kindly notity us at once. Iry v ,�2LI INSPEC �w w,"3, M - for INSPECTI � _ ��•� ¢` DATE: /o PERMIT No.. OWNERS NAME : .- DATE: ISSUED:---Z-L_ ADDRESS :CONTRACTOR : TEST: Air ❑, Water ❑ , Visual LI, Laboratory o RESULT. Approved qJ =_-__, , Disapproved ❑ , Pending SKETCH: _ INSPECTOR 1 OATS ATE: Attach suAplementol test dato herst0 T t t for• r)ATE: DATE r1WRIF �� N A�4tF ' i y•_ w � � � 4 R a ; �rr�„r T• a r � ._.. 1 i 1 INSPECTOR _ : �'1TE._...._ M.. L . Attach tupplumentuI test Jata h9ieto �'A + '1 �� ''r {Ya r•� r ' �, M �.w�l� w..,� INJt �dy� . i ` T INSPECTION TI ME : __. PERMIT NO. . ._._.- OAl"F_ DATE I SSUED: _.L_L. OWNERS NAME : C*, ___.. 1 ADDRESS : --- �,���-^- CONTRACTOR :- TEST. Air 0 , Water ❑ , Visual J?, Laboratory ❑ RESULT. Approved Disapproved D Pending ❑ SKETCH: I sa I I INSPECTOR DATE ICN�t7TE : Attach supplemental test data here! J ,9 ` City of Tigard INSPECTION REQUEST for INSPECTION TIME: PERMIT NO. : DATE: it-2?/by DATE ISSUED :— I1_. OWNERS NAME : — ADDRESS: CONTRACTOR . TEST : Air ❑, Water[I , ViSVal Pr, Laboratory ❑ RESULT: Approved Q4 Disapproved ❑ , Pending ❑ SKETCH. R INSPL- TOR DATE [NOTE : Attach supplemental test data httret] ee � August 21, 1't$0 Bill Godwin 9370 S.W. Greenburg Rd. Suite 413 Portland, Oregon 91223 Reference: Scre6 la Park rstates Dear Mr. Godwin: In driving through the above referenced subdivision, we find that you still have riot replaced the missir►v catch bcsin urates. Please do so as soon as possible, as you are reaponsible "or any and all in4uries of damages which may occur. Yours truly, R. L. Thompson Public Works Inspector /b r I July 9, 1980 Portland General Electric Company Wesern Division 14655 SW Old Scholls Ferry koad P-sverton, OR 97005 Attentions Mr. Ken Snyder Rfferences Scheckla Park Estates Subdivision Dear Kent This is to acknowledge that the City has found t s streetlight installation in said subdivision to be satisfactory and, furthe-:, to authorize P.G.E. Company to energize the twenty (20) units therein, via Schedule No. 41, Option "a". Very truly yours, John S. Hagman Supt. Engineering Division /br ccs City Accountant ccs R. J. Rouse Electric, Inc. ccs R. L. Drinkwater - _ _ . __ __ ___--_______. - 1....1.5. -------r-- -- — — _. .._ s T I_ __ 0 __ . __ . UAD . �; - _ — ES . t I - __ I ! ; : I - -— - ___ - - a.--- �I --- --7— -- — --- I --- ____ I - -_ - - I - ____ --- . . . . . . .. --- : : : . . . . � . . 1 . 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DULY 6 1992 � .1 .. . ,�. - _... - _..�._ ___ __.._._. N....:..�.«....ae.......�'_._. ..,.iiYrial,ilba. -w...._.-'••"•y`� ....,.,,wy..-.r.-.....-.� ..p......_..._ ..__ `.. .. -. 11 . - _ ..._ _._- --- - _ - _- . - --- _---------- -- .- _.-__ --- - -----------__ ----.----------_.e___.__---- -------- - _. �_ S - 11 I %� - - . - -T_ -. ' : : , : . . : 1 : : . 111 . ` � . . . : i . . II . . . :' : I : : . . . . . . . . . : : : : . : : : : : : : : : : : : : : : . . . . : . . . . . . . . . N I I : ' : : : ' o : . o S : : : : ' : : : : : : : : : : : : : : : : : : : : : : : : : : : i : : : . : : : : : : : � : : : : : : : . : : . . . : : : : . : : : : . Ir ' � : : ( . : : r" : ' N . , 1 . . • . • [} nt . . . . . I . . , . . . • : : : ' : 1 : : : : : . : . . : . : : : : : : : . : : : : : . : . : : . : : : �. i [+� I . , . . . . . . I . . . . s PROFI•L� SCALE VE R T: I 4 . . , . . . . . : : : : : . : , . . ., �� > a �' 11111 I r 1111 . ►�r` o PROtLE SCaL VERT ► . . . . . . . . I . . . . . . . . . . . . . . . . . 1 '� ' � 1 I I i W N _ N i ...«1111 ... ........ .. ... .. .. . . . . •.....N.,,.......w. 1,111 • .......... ....... ,. .. .........,.... ...... . .. ......... 1111. ,, 1 «1111.. _..«.« .,.........«.«,. I-— HORz 4d I o .. .•......,111,1 .�.. 11.11...............1111.,..._.«..«.•.r r..... 111,1.�..•... •... ..,•.• .,w••,r•.••..,r_r... ....••. ...•,..•••w.•,.r..,.,........ ..,1111, ,... .. • ...,•N...... 1111. .. Nw••..__«...«« «•r «... 1 1111.. ... ., .. ... 1111 . . . N ,p n J1 . . . . , • " . • . . . . . . . 1 1 1 1 , . . . . • . . . . . . . f'�Q"�:tll.� �. . . . . . , r . . . . . . . , 1 . 1 1 1 . . . l . . y' . : : * . • • .fl. . . . I . . . , . . . I . f . . 0 $ 1 1 w • • • . • , . . • . 'll r I . .. . r . I . • • •..�...• , • . . r . . . r i `Y .` 1 ✓' II- • r r . r . . . . . . . . • • . . . . . • I , . . . i •• , r r . . , • • ! , , . • . • • • , . . . . • . , . . , ` . , . . . . . . , j , • . . . . . . . 11 ' : : : , . r . . ' E� . 1 . . . , . : • 1 . 111 J : : I . : : : 1111 ' : : : : : : : : : : : : ' ' : : : : : : : : I : : : : . : : : : : : : : : : : . : � : : : : : : : : . ' ROAD SmRm -EWE ER- OF = I I ,� . . . ; . : : I . . . . . . . . . ; I1 , ♦ 3 � I1J . I : : • 1111 • ' ' ' : � . . 1 . . r . . , . . . . . . . , . , . . , LL . , . . , ' . . . . . . . . . . . • . . . i , . . . . . . • . ..}. . , . . • . . • , , . . . . . . . . . . . . . . . . . . . . . . . . . • • . . • . . • • • • . • . . . . , • . . . . . . . Y . . . . . . . . . . . . I . p i . . . . . . . N . . . . . , j . . , . . . . . . . : : : : : . . . . . . ,,� Q { . . � . . . . . . . . . . . 1(t . . . . . . ;� . : : : : : : : { . . . . . . . . , , 1111 I . . . . . . . . . : : : : : : . : : : : : . : : . 1111 . . . i. ! . . . . . . . . . • . . . . . . 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Y . . . . . . . . . . . . . . . � . . . . . . . . r r r I : : i - . . . . . . . . . . \/ `' •- �I/`� ! . i . . . . . . I . i . . . . . I . I . . . . . . . . . . . . . . . . . . . , . • . . • . . . . . . , . I . . . •\ Z■ l I . . + ` . . ` I 1 : I . , . ! . . . . I _ • . . . . . . ' : : : • • . • . . 1 . . . . . . . , . . t r. ' I . VVV// illow 4 t.1 I . . ....... .... .. .......1..1.1 .1 .... ... _•«1111..«......... 20 .»« «1111. ....«.. 1111.. « I 0 w , . . ..... . N.........,.. .........................._, «....r _. +.' J d I. . ."('': . . 1111 . . . . . . . . . . . . . . . . !i w ll - . . . : ...y,;--y--. ''``•= A00, ! . ! i 11 '. , . . . . . . . ' . . ...I. . . . . . .. , . I . . : : ' : ' - �, I : 1 # . . ' . . ( . . . ' 11 : 11 . . . . ` . . . . . . . . . . . . . . 200 . ....I — I_.... . . �.� 5.. .. .. 11 .1.....1 _.. ., .1. 11,.1. &;_ I. I.T 1. �- �_ .............�..«1111 .. ;... r•- r. I !� . . . . : : : : : : : :� . " : : : : . . . . . : : : : . : . : : . . . : : I : : ' : : : r : ' : : . : : . . : 1 : : : : : 'di �' I: , . 0 : : : : : : : : : . . : ( 1111 . 196 . . . it' w . . . . . . 1111 . 1111 . . . . . . . . . . . . 1111 . . . . . . . . . 1. . __.. .1111 14 ' : I : : : : : . . . . . . . . . . . . . . . . ' . . I . . . . . t . . . . . IAF �b'1 1 . i : : : . : : : : : : : : : : : : : : : : : : : : : : . . . : : : : : : : : ' : : : . : . . . . . . . . . . . . 1 . . . . • . i . . . . . . . . . . , _ :�/O : : ` : : : : • I r : . : . . : . , . : ! : r i • • I : . ` : : : : d . : . . : : : : : : : : . . . : : . . . . . : . : . . . . I : . . I : • . . . . ! , .,, : : : : : 11 . . . . . . . : : : : . . . . . . . I : : : I . , ......... ...... . .... .............. ..........I..•.,.•.r1.•.r..... ............ ....._.......................... . .. I 11 :... l f... i ;' 1111 : : � ...L... : T . . 1 . . . . 1111I . . �.,.., 1...: . . . . . . I... . . i I1 Y' 1 . : : : . : : : ,'J . . . 4 . . : . 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RP 1*82.00 t ANl'D hl� .c Sr-RCS-6. 7- SEGcIoM .�. �I��.�.F o�T lay 5 ` T'd "t; I6 1 CO �RE 1�C'�/ I ►J 4� .� : . .AA- „��, w ,_ r \ \ • „..aC tea:,. .,. .n ��-�PZcT'E 'r I$ _ e �it.i. COIF 1� ,&- -44q .. ..,� n.� ..tis,..w- Ism le Baa ti T-e E m 89TH ~ 0 ,a 17 � S.W. 89 Co RT 13 RING ` t I �--5 MEANDE PATH \ � r I GRAVEL �.� l% t I .. rV 1J ..�� � \ 12 Q X � I I I0 ' t O o / ---------------� . i V) z / -..-- . 19 \ \ ` � V �Q1 �. / / " 4 i I 11 - \ T- h � P-r 5+10.43 `\ i ` S +13 � ?� /� r 18 16 15 •14 2 55.42 + o 0 0 \ \ ` V �V F'RC 3 75.6 6- �„�� „� �,�, \ V ,., I-- 101'�CIR. /' %PCC 2+14.16 ''_�OAK_ OAK �...�.�--�-- , I .w \ \ \,\, V 0I . I ,,,A / .- -, '' �� ***N 1 \ __ - � 0 X. _� . < 20 'y � `� ,� �•-� � (o � DESIGN ENGINEER 0 0 \„ ,��'' D PR. 8r SURVEYOR \� Q►6 7/ 1., .-r l _ 5+19.14 SCHECK - _ -- cad o I N A . -- . . \, h49 \ j I R. 1. DRINKWATER . .r CHECKLA DRIVE I z ,, ,.�` , 09 lest 8 9S Southvwat Cirrus Drive __ _ �f �� 21� \`�,�p D?�.�«* 9"verton, OR 97005 (503) 641-4454 A i 'y V 23 24 PE. STAMP - \ SCHECKLA PARK ESTATES SHEET • ".`----.�_ ',.\ 22 q CLIENT r+a TOTAL SHEETS ' 1 J. , 1 ft . . Z SCALE: 111= +401 SCALE: 111. 40' 1 __ __ r i I ` N0. DAT E BY REV IfS VOM APPRO'VEO 1111. . 1 o 1 0 . • PROJECT N0. 78-27 , S . IV _ .._,...,�.,....n,._-e... _ .,ems+....••,,..,,,,.. ....,.,.,,...,.,...... »__,...._............,. ..r..�.:us: _ +��I.�.r■Ikw , . yr . i-*- �.:rj .,• „y,.. �a - _,w�'"" 'iMlrt?__1am__Zr_.-..F-.•- .,..,.._....... ��a._.,.,.._...._.., _1111._ --_ F-- .. --- "'»srs - ,h ' ,,. r _ .rs.,. 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JULY 6 1992 7i __ ,._ _ 1111 1_- --: ewr.•.,...,...w.•.1�_+- -,w.." �tre�.�..�.... _ -Iap nw1.N�--_ .•1 1__ .�--.•�-....••.....r •_.. ,.,..�"'tir,!.....ft- _ r " �'`"- - '-�..^.._ --1111 -... 1111_...:«o_ "` REC TO: X.J. Rouse Electric Inc. �U/y 2 FROM: , Fl�!10 Al - - - ,n r John H. I 16320 S.W. Parker Rd. 41"1980 Lab, Oswego, Ore. 3 1Y OF rI0AR0 Telephone: 635.2824 _1980__ - -t• 1 iht ling for the sub•;ect mob has been completed. - -- . -Q-am--y-our acceptance.--P-I se Bend a cony of vour acceptance and notice to_ener .�e- to our office. - - _-- - PEPLY r„ Date s HECEIVER-RETAIN THIS COPY FOR YOUR RECURDS 1 I 1 ,I June 3, 1980 Bill Godwin 9370 XT Greenbury :toad Suite #413 Portland, Or Dear hill: Dales Sand b Gravel has fininhed doing, the r.prairs that were liared in lct,ter written by me dated b;ay 239 1930. Ycu still need the street lirhta and the curb replacn<t at the northwest aid of Sell. 88th Avenue, plus, your ;;iaintcnrnct, hon,?., before can place your project on its maintenance hon,i. Yours truly, Re L. Thompson cc: Dales Sand 6 Gravel Re L. Drinkwater SAND 6 GRAVEL CO,INC. 18600 S.W. Pacific Hwy. Sherwood, Oregon 97140 • 639-7535 May 27, 1980 1189 Fbbert L. Thompson ix,partment of Public Works 12420 SW Main Tigard, OR 97223 Re: SCHECKLA PARK ESTATES - Correction List of May 23, 1980. Mr. Thompson: Items 3, 4, and 5 of your letter of May 23, 1980, have been completed and/or corrected. Thus, all items for which we are responsible prior to tentative acceptance action have been completed. Yours truly, DALE'S . Uialkhoven, Gen. Myr. cc: Wn. Godwin, et al R. L. Drinkwater, P.E. 1 Ah CITYOF TIIFARD WASHINGTON COUNTY,OREGON May 2), 1980 RE: Scheckla Park Dear In re-,pons- to your contractors request, an inspection was concucted of the proposed public improvement;, in said subdivision for the purpose of determining readiness thereof for City Council tentative acceptance action. The following listing, as a result of said :inspection, sununari.zes items which re- main to be completed and/or corrected prior to such action: 1. Mailbox clustersneed to be installed as to your Engineer's plan. y Street lights need to be installed. dOf Bikepath installed as to your Engineers specification. till soft spots in street area repaired. Curb replaced on the west end of SW 88th Avenue and by the catch basin at the north end of: O 89th Court on the west side. Further. , though it is recognized that additions and deletion will occur herewith (throuehout the one-year maintenance guarantee period), the following listing summarizes items noted to date which remain to be completed and/or corrected prior to City final acceptance: 6. All sidewalks and driveway aprons need to be installed. 7. All curbs shall be repaired or replaced. 8. A one-inch "A.C." Class C overlay to be placed. A mylar as-built issued to the City. Therefore, in reference to conditions number. seven (7) and eight (8) of the project Compliance Agreement, we find we will be able tr certify project readiness for tentative acceptance to the Council , when items number one (1) through five (5) above are complete. Since the appropriate maintenance bond options and, also, since final work com- pletion deadlines were previously addressed in the project Compliance Agreement, I won't elaborate thereon. If you have gcestions, please call m,i at 639-4171. ours truly, rte)(,F � •�'l��' s,r-- Robert L. Thompson k�uhliz: iJorks iMFfVWAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 R►,T:p jr May 23, 198n RE: Scheckl.a Park Dear In response to your contractors request, an inspection was concucted of the proposed public improvements in said subdivision for the purpose of determining readiness thereof for City Council tentative acceptance action. The following listing, as a result of said inspection, summarizes items which re- main to be completed and/or corrected prior to such action: 1.. Mailbox cluster needs to be installed as to your Engineer's plan. 2. Street lights need to be installed. 3. Bikepath installed as to your Engineer's specification. 4. All soft spots in street area repaired. 5. Curb replaced on the west end of SW 88th Avenue and by the catch basin at the north end of SW 89th Court on the west side. Further, though it is recognized that additions and deletion will occur herewith (throughout the one-year maintenance guarantee period), the following listing summarizes items noted to date which remain to be completed and/or corrected prior to City final acceptanL:e: 6. All sidewalks and driveway aprons need to be installed. 7. All curbs shall be repaired or replaced. 8. A one-inch "A.C." Class C overlay to be placed. 9. A mylar as-built issued to the City. Therefore, in reference to conditions number seven (7) and eight (8) of the project Compliance Agreement, we find we will be able to certify project readiness for tentative acceptance to the Council, when items number one (1) through five (5) above are complete. Since the appropriate maintenance bond options and, also, since final work com- plet;on deadlines were previously addressed 'n the project Compliance Agreement, I won't elaborate thereon. If you have questions, please call me at 639-4171. Yours truly, Robert L. Thompson Public Works Inspector RLT:pjr 9 GEnERAL TEIEPHonE compAny OF THE nORTHWE57, inn. 12460S W MAIN.P O. BOX 23416,TIGARD,OREGON 07223 RECEIVED MAR 21 1980 March 18, 1980 CITY Of TIGARD City of Tigard 12420 S.W. Main Tigard, Oregon 97223 546-386180 -- SCHEckrA PARK ESTATES Enclosed for your information and approval are two copies of the above-named ,job. The purpose of this job is to provide faeilities to the ScheckZa Park Estates located at SattZer Rd. and HaZZ Blvd. If you have any questions regarding this ,job, please contact Roger JuhZ at 620-3530. Very truly yours, ?Je<xnne Bryan' mini.strative Assistant ib enclosures: 2 f w w ` I , City of Tigard i � INSPECTION REQUEST , . 4, , for I i INSPECTION TIME:�r PERMIT NO.: . I DATE: ` C`�/ DATE ISSUED:_ Z OWNERS NAME: I ADDRESS : 4 / I CONTRACTOR : --7 TEST: Air❑, We r Q , Vieual Imo; Laboratory ❑ I RESULT: Approved © � Disapproved D , Pending ❑ I ETCH: S K �.�.. Ia i 1 i M .w INSPECTOR DATE NOTE; �ltlaah ��pDlen�nta� t�R1 dafp A�ret� TELEVISION INSPECTION LOG Tape Start j Report CA.L-TUM, Inc. 16785 SIJ 72nd Avenue Tape Stop Z_'_; Tape # Portland, Oregon 97223 (503) 620-6959 Cleaning Report # _ Client - _4 -j s Operator Date / G Time Location Line Size _ Pipe Type -- Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ull Direction® WIER READING INFILTRATION A E TOTAL / B _ F low Directior.� C G _ D H Ref Feet RemarksPhoto Ref Photo No. InE. Feet Remarks � No. No. InE No. ' 1 3 _ 21 z —_� ✓. - —? — 22 -- - --_I 3 -- — 52 25 --—_— — 6 1126 — 7� _ 127 9 128 9 29 10 30 31 - 1 13 _ 33 -4- T-5 15 _ 35 16 — — 36 — 17 — — 37 38 39 20 1140 1 Summary of Line Conditions: Codes - Pipe Condition c,; -0/ BP - Broken Pipe IM-Infiltration 1-lark Grade - 45pC - Crack 0 - OhstrucLion Alignment 7 C_;. � CP - Collapsed Pipe 0.1- Open Joint Joints_ ;-• .,;; yi DP Dip in Line OS- Off ;let �— GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Fret , - - _ Pipe Size �__;i�' , Poloroids C ' Reset - TELEVISION INSPECTION LOG ;� Tape Start J Report .l 3 ` CAL-TOM, Inc. -, 16785 SW 72nd Avenue Tape Stop Tape # Portland, Oregon 97223 (503) 620-6959 Cleaning Report. # Client sl.�{ `' '���^ Operator -� �,rj ,:c Date Time Location Line Size _ _ Pipe Type Joint Type _ Depth - Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ull Direction WIER READING INFILTRATION - A E TOTAL r B -- F - -- low Direction�` C G _ D H Ref Feet Remarks Inf. F''oto Ref Feet Remarks Photo No. No. No. Inf. No. 1 21 2 22 S 3 -- - 5+ 25 = - --T;-- — 26 — -- .-' 28 9 i-9 ,-- 30 9 - 30 1�. 311232 13 _. ..� 33 -- -- 34 35 _ 37 38 39 --- 2 Summar; of Line Conditions: Codes Pipe Condition_ BP - Broken Pipe IM-Infiltration Mark Grade e7Ook�1r C - Crack 0 - Obstruction Alignment ; r oR CP - Collapsed Pipe OJ- Open Joint Joints— -�eae-) DP - Dip in Line OS- Off Set CC - Grade Change R - Roots _ H - Shear S - Service Conn. M I - Infiltration TJ- Typical Joint Lineal Feet— �'� _� Pipe Size Poloroids� C_ Reset G_ TELEVISION INSPECTION LUG Tape Sart 1'' ,/�/, Report # _ CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop Tape 4f 3 Portland, Oregon 97223 (503) 620-6959 Cleaning Report 0 Client ;j Operator , f ;.' Date Time Location Line Size Pipe Type Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation v — ul.lDirection - WIER READING INFILTRATION J-�^ A E — TOTAL B F _ `.. low Direction�— C G Ref Feet Remarks Inf, Photo Ref Feet Remarks Photo No. No. No. Inf. No. 21 2 22 3 23 4 24 6 2 6 a,`-- 7 27 8 _ 28 9 129 O - - 30 - --- -- 31 31 1 — - — -- -- - 13 -3T- 1-4-- 31 _ _ 34 15 35 16 136_ - 17 -- 3 7 - - - 38 39 Summary of Line Conditions: Codes - Pipe Condition_ «i) BP - broken Pipe IM-Infiltration Mark Grade___--_ �:�z. _ C - Crack 0 - Obstruction Alignment_ CP - Collapsed Pipe 0-1- Open Joint Joints o,Ls DP - Dip in Line OS- Off Set CC - Grade Change R - Roots H - Shear S - Service Conn. —'� I - Infiltration TJ- Typical Joint C it Lineal Feet Pipe Size �C' Poloroids C7 _ Reset C TELEVISION INSPECTION LOG Tape StarL '''�O Report # ? !1 CAL-TOM, Inc. Tape Stop r' Tape 11 16735 SW 72nd Avenue . Portland, Oregon 97223 (503) 620-6959 Cleaning Report 11 - Client-:,- `1, Operator % Date / Time Location Line Size Pipe Type ,'-uc, Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning —_ Flow Depth Ground Water Elevation Direction WIER READING INFILTRATION (Z,;ll A E TOTAL B Fow Directi.on( J C — G — D H Ref Feet Remarks Inf, Photo Ref Feet Remarks — Photo No. No. No. Inf. No. 22 j 23 4 24 -- 5 r ✓. ��. 25 _ — - -�_ 7 1127 9 29 10 30 -- 11 31 1 — 32 .-- 13 33 �—�---. X34 1 35 16 � -- — 36 ---.. 17 -- 3 —---__ - -- 38 39 2 U — _ — — -- 4 6- Summary of Line Conditions: Coocs Pipe Condition— •,,4&) BP - Broken Pipe IM-Inr iltrat ion llazk GradeC - Crack 0 - Obstruction Alignment_,. CP - Collapsed Pipe OJ- Open Joint Joints .�.,f DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet - " r Pipe Size- :�� '�i Poloroids L7 _ Reset TELEVISION INSPECTION LOG Tape Start Report # CAL-TOM, Inc. 7 16785 SW 72nd Avenue Tape Stop Tape # _- Pcrtland, Oregon 97223 (503) 620-6959 Cleaning Report # Client r Operator (. ; ;. ::4 Date Time Location Line Size Pipe Type -asmasa. Joint Type Depth Manhole Condition's Date Cleaned - Result of Cleaning Flow Depth Ground WaLer Elevation - �11 Direction�_--� WIER READING INFILTRATION - T A - � E - - TOTAL � I 1p B F _ Flow Direction( C G Ref Feet Remarks Inf. Photo Ref Feet Remarks Photol No. No. No. Inf. No. , 1 41 21 S . c. / 13 �---_ — - _ — _�- 24 _ 5 25 _- 6 26 7 127 9 _ - 29 --- 1 30 1 l ----- - 31 32 _ _13 33 1-4 34 5 16 1E3 38 _ - -- 1 39 40 Summary of Line Conditions: Codes Pipe Condition_ .7 � �� _ ",P - Broken Pipe IM-Inf iltrat ion Mark Grade -. , , C - Crack 0 - Obstruction Alignment ^f; -_ CP - Collapsed Pipe OJ- Open .Joint Joints___ DP - Dip in Line OS-- Off Set GC - Grade Change R - Rootr N - Shear S - Service Conn. I - Infiltration T.1- Typical Joint Lineal Feet` a Pipe Size a Poloroids Reset-� .er TELEVISION INSPECTION LOG Tape Start Report # ` r* CAL-TUM, Inc. 16785 SW 72nd Avenue Tape Stop %' Tape # J Portland, Oregon 97223 (50?) 620-6959 Cleaning Report # Client Operator ::�. �r t' Date / ••-?' Time Location Line Size Pipe Type _ Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation Pull Direction -4.== WIER READING IN1'ILTRATIUN S A E ------ TOTAL B F low Direction[ C G D H Ref Feet Remarks Inf, Photo Ref Feet Remarks Photol No. No. No. Inf.. No.j 23 i 4 24 5' ,- -- 27 - 10 3U 11- - 31 -- 11 - 3 2 -- - ---� - , 1 - _ 33 - — 1 34--'--- 35 4 3S - 16 36 — -- ---- -- 17 �— - -- 37 i V 38 - - - 19 — 39 Summary of Line Conditions: Codes - Pipe Condition— BP - Broken Pipe IM-Inf iltrat ioa Grade _ 11 - C,- - C - Crack 0 - Obstruction Alignment ,�; -- CP - Collapsed Pipe OJ- Open Joint Joints + DY - Dip in Line OS- Off Set GC - Grade Change R - Roots __—�— H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet�_�% — Pipe Size — Poloroids Reset 0 WXMFL ■ TELE`. ON '.ASPECTION L00 Tape Start -w� r: Report # CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop i _ Tape 41 -s Portland, Oregon 97223 (563) 620-6959 Cleanin;; Report 1! Client Operator v Date /--.'S' Ci Time Location Line Size Pipe Type tee---jf. Joint Type-- Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth - Ground Water Elevation -- Dion WIER READING INFILTRATi�C�ull rect / A - E TOTAL lD B F low Direction[-- `1 C G - D H Ref Feet Remarks - Inf. Photo Ref FeeL Remarks Photol No. No. No. Inf. No. 21. _ 23 -- _ - 6 2 6 _ 7 _ 27 28 -- - - 8 9 29 10 — - -- 30 321333 _ 34 1 _ 3 5 - --Y - 16 36 - - 19 39 - 0 40 Summary of Line Conditions: Code; Pipe Condition n,._.,."i BP - Broken Pipe IM-Infiltration Mark Grade _ C - Crack 0 - Obs :ruction Alignment _ CP - Collapsed Pipe OJ- Open Joint Joints DP - Dip in Line OS Jf.f Set GC - Grade Change R - Roots _ H - Shear S - Service Conn. I - Infiltration TJ- Typical .Joint Lineal Feet � ___ "ine Size - "�Polorotds Reset----- TELEVISION 1NSPECTI.ON LOG Tape Start Report # CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop '' ,(•� Tape l6 _ Portland, Oregon 97223 Cleaning Report 11 (503) 620-6959 Client 4 S 1 Operator Date Time Location Y_ Line Size S Pipe Type -c', Joint Type Depth Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation u.11 Direction WIEP, READING INFILTRATION A _ E TO".AL I B F low ajrection(`=.7 C a G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 121 22 23 24 F- 2 5 —- -- b 26 27 —— -- 29 _ 10 30 32 --_-- 1 33 34 I _ 36 j T 38 IT 39 20 --�--- ---- `'c'_— ---- Summary of Line Conditions: Codes - Pipe Condition—_ c, ' BP - Broken Pipe IM-Infiltration Mark GradeL, C - Crack 0 - Obstruction Alignment_ l•^ ___ ___ CP - Collapsed Pipe OJ- Open Joint Joints DP - Dip in Line OS- Off Set !r CC - Grade Change R - Roots H - Shear S - Service Conn. I _ Inf.iltration TJ- Typical Joint 7" J Lineal Feet Pipe Size �_' Poloroids Reset . ...�.................... ._..r. ...ray..:.»,...n...�.._..k«�.e.»..... ._ --...-.._...... ` I►......w ......w....- .._ „..,.._....,.....+.,...,«........»F........,_..... TELEV SION INSPECTION LOG 'gape Start / Report # CAL-T 167850SW 72nd Avenue Tape Stop t Tape # Portland, Oregon 97,123 (503) 620-6959 Cleaning Report # Client G� Operator_ " Date f -4,,- Time Location Line Size Pipe Type Joint Type _ Depth Manhole Condition's Date Cleaned �- Result of Cleaning _- F.lo%i Depth Ground Water Elevation pull Direction - WIER READING — INFILTRATION�— /� �J A _ E TOTAL B F low Direction C G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photos No. _ No. No. Inf. No. 21 2 7 22 -- S- 23 --- - .`�'-� 24 25 26 7 4 2] - 28 9 - r � 29 10 30 — -- 11 -- 1� - -- 32 -- --- 13 --- 14 - - — — 34 _ 35 17 37 is-, _ 38 - — Summary of Line Conditions: Codes - Pipe Condition_ BP - Brcken Pipe IM-Infiltration Mark Grade _ C - Crs7k 0 - Obstruction Alignment-_ .; act_ CP Collapsed Pipe OJ- Open Joint Joints < <,n _ r �s' DP - Dip in Line OS- Off Set GC - Grade 'hinge R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal feet Pipe Size - � �- Poloroids G Reset t'-'- t TELEVISION INSPECTION LOG Tape Start / �y Report # l� _ CAL-TOM, Inc. Ta a Sto Ta e 11 16785 SW 72nd Avenue P P 1 -J P Portland, Oregon 97223 (503) 620-69.1,9 Cleaning Report 11, Clienterator 0 - �-; _ �- P i.-�. Date ! Time Location Line Size � _ Pipe Type _! Joint Type_ Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation u11 Directi.on �--�� WIER READING �- INFILTRATION ^` C/3 /Z• A -_- E TOTAL B _ F _ _ low Direction C G D H IP Ref Feet Remarks i Feet Remarks Photo Ref photo No. Inf. No. No. _ Int'. No. 121 114 5 a. . 25 - - 26 7 27 29 `- 10 30 „ i.. 32 - - 4 34 15 '3_5__'_ -- _ L 36 1 ' J - -- -- 3 7 i l 38- -- 9 39-- 2U I 40 �- _- -- Summary of Line Conditions: Cocks Pipe Condition ,4,,r, BP - Broken Pipe IM-Infiltration Mark Grade- C - Crack 0 - Obstruction Alignment I',-� CP - Collapsed Pipe UJ- Open Joint Joints_ G,- DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet !,, `1 Pipe Size •` P _�� Poloroids- L% Reset TELEVISION INSPECTION LOG Tape Start ''/L Report # /3 CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop S1 Tape # Portland, Oregon 97223 (503) 620-6959 Cleaning Report I! Client Operator �'. Date 1 �4: Time Location -ine Size K Pipe Type L, Joint Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning _ _ _- Flow Depth Ground Water Elevation u11Direction —�� _ WI'R READING INFILTRATION A _ E TOTAL B F _ low DionrectiC G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. 2 1^ r'• �f 21 - ---- 3 23 - - -- 4 24 3 - L 1 _ 25 — -- -- _ 28 _ — 1�I 31 TT - 32 13 33 _ — 34 - - 35 _ --- -- 136 -- _ 17 1301 20 .— -- — - - 40 - --- - Summary of Line Conditions: Codes - Pipe Condition 2°o,,1 BP - Broken Pipe IM-Infiltration Mark Grade a o),; __ C - Crack 0 - Obstruction Alignment-'p ,-J co — v__ CP - Collapsed Pipe OJ- Open Joint Joints �•'��Gi� DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. _ - I v Infiltration TJ- Typical Joints Lineal Feet Pipe Pipe Size v Poloroids- c:�- Reset - - TELEVISION INSPECTION LOG Tape Start '% .' / Report 41 � CAL-TOM, Inc. 16135 SW 72nd Avenue Tape Stop j 12 Tape # Portland, Oregon 97223 (507) 620-6959 Cleaning Report # Client J G Operator r. Date fr' Time Lccatio.i Line Size -� " ` Pipe Type _ Joint Type Joint Length Manhole Condition's Date Cleaned - Result. of Cleaning Flow Depth Ground Water Elevation ull Direction - WIER READING INFILTRATION — 157 A - E — TOTAL B _ F ,:lowDirection C G - D H Ref Feet 'Remarks Inf., Photo Ref Feet Remarks - Photo No. No. No. Inf. No. 21 2 5-:���,lf 22 — - x 24 5 ---- - 2 5 — --- - 26 7 - -- _� 21 - 8 28 --- --- -- 9 29 10 -- - r-H 3U I31- 32 ----____ 13 �- - -- 33 - _ 34 - — _-- 15 16 36-- 17 - 37 ---- I - - 38 9 - 2 0 ,- 4 U Summary of Line Conditions: Codes Pipe Condition_FQ BP - Broken Pipe IM-Infiltration Mark Grade_ C - Crack 0 - Obstruction Alignment_- _ CP - Collapsed Pipe 0.1-- Open Joint Joints--__ , � _ DP - Dip in TAne OS- Off Set CC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet Pipe Size PoloroidsJ��--Ya Reset Q� . .. ..�._.......r- __ r .._...nr.�lY..YYMV.M4 „w4lifiyi• TELEVISION INSPECTION LOG Tape Start _ 7 f4 Report it CAL-TOM, Inc, 16785 SW 72nd Avenue Tape Stop �/?�_ Tape # 7 Portland, Oregon 97223 (503) 620-6959 Cleaning Report # Client "(o _ Operator Date k Time Location Line Size Pipe Type c�tc. Joint Type Joint Length Manhole Condition's Date Cleaned _ Result of Cleaning Flow Depth Ground Water Elevation L Directions WIER READING INFILTRATIC4 —� 10 A E TOTAL B F low Directions C _ G D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo " No. No. No. Int. No. — ---- -. 12l. 2 +S i� ��lr 22 - r= �c....�il- .. 1r•� 23 24 a S 25 _ 1� Q- - — 29 iT —130 12 — 32 1 - 33 34 — - 1 35 —_ 1 - - 36 --- 17 — 37 -— Summary of Line Conditions: Cedes - Pipe Condition -.z./J 9P - Broken Pipe IM-Infiltration Mark Grade csc — ,— C - Crack 0 - Obstruction Alignment_ ��. �;�> - CP - Collapsed Pipe OJ- Open Joint I Joints 0C,/V_ DP - Dip in Line OS- Off set GC - Grade f:hange R - Roots N - Shear S - Service Conn. I - Inriltration TJ- 'typical. Joint Lineal Feett $ � J _ Pipe Size � Poloroids L Reset n �- TELEUISIUN INSPECTION LOG Tape Start Report # _ /r7 CAL-TOM, Inc. Tape # _ _ 16785 SW 72nd Avenue Tape Stop _�_�( Portland, Oregon 97223 Cleaning Report (503) 620-6959 11 Client 'r; rJ eA Operator Date !�.ti1- ,�Y Time Location Line Size 5 ' _ Pipe Type - ,C Joint Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning _— Flow Depth Ground Water Elevation _ ull Direction==79 READING i INFILTRATION �j A e _ _ TOTAL low Direction i_— C -- G _ D G ^! Ref Feet Remarks Inf, Photo Ref Feet Remarks Photo No. No. No. Inf. No. 21 2 s-.erl 112 '- 23 25 — -- - - 126 7 s,✓ / - 27 g - - 128 -- — -- 9 29 30 11 31 W 121 32 _ -- ------- 13 -- - 33 1 — 34 — -- - — i.5 _ 35 -- ---- 16 _ - -- 36 1! —--- _ --- _ 37 -- 1 -- --- — 38. - - -- 19 40 -- Sumriary of bine Conditions: Codes Pipe Condition �_,�� BP - Rroken Pipe IM-InfiItratLon Park Grade ; ,e C - Crack O - Obstruction Alignment _ -, ei� —_ CP - Collapsed Pipe OJ- Open Joint JointDP - Dip in Line OS- Off Set GC - Grade Change R - nnot.s H - Shear S - Service Cann. -- -- �_ —�— I - Infiltration TJ- Typical Joint Lineal Feet--- �.' Pipe Size Poloroids— Reset � —_ m ...w..,....�,...... _. ...... ... ._... _. ... ...,-..........w.�....w........�..aa.+..-...+......a.wa.w.._.......,.....�..............a..�......w .mow.-.«n...�... .«..�,r.•.r+rrr+.........w...r.-r...-..-......—..- TELEVISION INSPECTION LOG Tape Start `'_j Report # CAL-TOM, Inc. 16785 SW 72nd Avenue Tape Stop Tape # / Portland, Oregon 97223 (503) 620-6959 Cleaning Report 4t — Client Operator Date '- Time Location Line Size _ ? Pipe Type Joint Type _ Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ul.l Directioni WIER READING INFILTRATION A E TOTAL ( V B F a low Direction(__ ] C G D H Ref F !et Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. J _ 23 - - b _ 5 'L f 24 --- 6 r -�' :1 f 26 _ 27 - - _ 8 , 28 --- 1 — 31 - 1 - - - 32 -— -. - 1 V 34 15 _ - - _--. 3 5 -- --t6 -`- 3 b r7_ 37 19 39 20 -- 4O - - - - --- Summary of Line Conditions: Codes - Pipe Condition- 41y _ RP - Broken Pipe IM-Infiltration Mark Grade r C - "rack 0 - Obstruction Alignment w � ,J CP - Collapsed Pipe OJ- Open Joint Jointsrya: /' DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal et �� Pipe S1Ze _ Poloroids _7 Reset TELEVISION INSPECTION LOG Tape Start �' �' � Report # Falkenberg Const.rurtf.on, Inc- 16799 SW 72nd Tape Stip ; 3.S Tape IP / Portland, Oregon 97223 (503) 620-6958 Cleaning Report # - Client .__ Operator �� , , �, --..• Date Time F Location Line Size Pipe Type C"�'��{' Joint Type_ Joint Length Manhole Condition's Date Cl,aned Result of Cleaning Flow Depth Ground Water Elevation C—� ull Direction:-_ WIER READING INFILTRATION J -7 ' / A E TOTAL I /-- l� B F 1F ow Direction C G F�Ref Feet Remarks Tr.f, PhotNo.o Ref Feet Remallo. rks - Photo No. Inf, No. I21 2 �-2 2 - - - 3 123 ___-- ZF % z K 2 425 26 a 27 -- $ 28 9 29 1 31 — 1 32 — 13 — 33 - �~ 34 - TS 35 -- 30 17 9 - ?. 1140 Summary of Line Conditions: Codes - Pipe Condition rc#*/1 BP - Broken Pipe IM-Infiltration Mare Grade n„-,,; .. C - Crack 0 - Obstruction Alignment- . •A CP - Collapsed Pipe 0,1- Open Joint Joints DP - Dip in Line OS- Off Set GC - Grade Change R - Roots N - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet____, ,; Pipe Size _.� '' - PoloroidG_ C,_ Reset Q TELEVISION INSPECTION LOG Tape Start Report # _ 7 Falkenberg Construction, Inc. 16799 SW 72nd Tape Stop _ Tape # / Portland, Oregon 97223 Cleaning Report # (503) 620-6958 Client ���r� S _ Operator�r rp-,��� rim Date Time Location Line Size Pipe Type e'-a v c, Joint Type Joint LengL-h Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation Direct onr� WIER READING INhILTRATICN E� ull ' (O A — _— E __ TOTAL A F _ low Direction C C G D H Ref Feet Remarks Inf, Phor.o Ref Feet Remarks Photo No. No. No. Inf. No. 1 = �, •ti ] 21 2 ; s- L F . 22 - 3 23 24 _ 5 - _ 25 —' - K r 26 7 ? 28 - — — /�61f,,_v 29 1 U � .� 9' 30 1 31 - 32 1 33 1 _ 134 �5 35 3 6 37 38 9 —~ 39 20 — _ 1 1140 -- .__. Summary of Line Conditions: Codes - Pipe Condition_vor7 BP - Broken Pipe IM-Infiltration Mark Grade_ _-a.> C - Crack 0 - Obptruction AlignmentCP - Collapsed Pipe OJ Open Joint Joints e c5l.) DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. — i I - Infiltration TJ- Typical Joint Lineal Feet_ � '_! Pipe Size Paloroids� 1 _ Reset TELEVISION INSPECTION LOG Tape Start Report # _r Falkenberg Construction, Inc. Tape Stop ?y Tape 4l f 16799 SW 72nd Portland, Oregon 97223 (503) 620-6958 Cleaning Report # Client r^_ _ ,S Operator C. ; , Date Time Location Line Size x Pipe Type Joint Type Joint Length Manhole Condition's Date Cleaned _ - Result of Cleaning Flow Depth Ground Wafer Elevation — ull Direction= ©2!! WIER READING INFILTRATION 2 — O A -`_ E — TOTAL �- B F Flow Direction[—7 C G D i � H Ref Feet 'Remarks Inf. Photo Ref Feet�! Remarks Photo No. No. No. Inf. No. 22 23 24h ~ 25 6 26 7 27 29 28 - - 16-- 30 _ 1 � 31 - 1 32 34 4_ - - -- 1 3.5 16 --- 36 - -- - — 17 — 37 38 _ 39 _ 20 40 — Summary of Line Conditions: Codes - Pipe Condition -,�Q� BP - Broken Pipe IM-Infiltration Mark Grade_ C - Crack 0 - Obstruction Alignment _ CP - Collapsed Pipe OJ- Open Joint Joints-^ _ �:� ___ DP -• Dip in Line OS- Off Set GC - Grade Change R -• Roots H - Shear S - Service Conn. I Inri.ltration TJ- Typical Joint Lineal Feet /•R _ Pipe Size G' Poloroids C' Reset <- TFiFV?SION INSPECTION LOG Tape Start � _ Report # Falkenberg Construction, Inc. Tape Stop _1i— Tape # 16799 SW 72nd 1 Portland, Oregon 97223 Cleaning Report # (503) 620-6958 Client /,S Gi _ Operator � Date_2 -?3- r+ Time -� Location Line Size —_ Pipe Type _ fe vg Joint Type Joint Length Manhole Condition's Date Cleaned _ Result of Cleaning Flow Depth Ground Water Elevation u11Direction WIER READING INFILTRATION A E TOTAL B F low Direction[�] C G D H Ref Feet Remarks Inf, Photo Ref Feet Remarks Photo No. No. No. Inf. No, 21 2 , � . �- F� 22 J S - �c' - 23 4 5 r24 --- -- 5 �_ z - 25 - - 0 � - 3 26 7 27 9- _ 28 - 9 29 10 30 --- i� 31 1 _ 32 3 33 — 34 1 — 35 1 36 37 �- - - — - -- 38 39 - 20 Summary of Line Conditions: Codes Pipe Condition —_ BP - Broken Pipe IM-Infiltration Mark Grade— ra C - Crack 0 - Obstruction Alignment Q eelJ CP - Collapsed Pipe OJ- Open Joint Joints, �4� DP - Dip in Line OS- Off Set % GC - Grade Change R -• Roots H - Shear S - Service Conn. - — I - Infiltration TJ- Typical Joint Lineal Feet /=; A Pipe Size ____��� Poloroids v Reset p TELEVISION INSPECTION Tape Start 4', � _ Report f Falkenberg Construction Inc. ' 16799 SW 72nd Tape Stop S Tape -_! Portland, Oregon 97223 Cleaning Report (503) 620-6958 01 _- Client W \e� �� Operator Date 1 -8 `G JTime Location i , r Line Size -� Pipe Type Q'i ►J Co Joint 'Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ull Direction WIER READING INFILTRATION C: 3 z Z A _ E TOTAL B F � low Direction� C _ � G _ D H Ref Photo Ref — y Photo No. Feet Remarks Inf. No. No. Feet Remarks Inf. No. 21 _ 2 "r _ ` _ 22 / 5 �f. 24 - 5 / 25 _ 6 26 �- 7 'T _ 27 $ 28 - 29 - 10 30 31 _ 3 2 13 ^' 3 3 �-- 14 34 IT 35 1 36 17 37 39 L1 ------ 38 - - -- 20140 TW Summary of Line Conditions: Codes Pipe Condition e,aW BP - Broken Pipe IM-Inf iltrat io+i Mark Grade_ C - Crack 0 - Obstruction Alignment__ ✓ -.? CP - Collapsed Pipe OJ- Open Joint Joints �;��_ — DP - Dip in Line OS- Off Set GC - Grade Change R - Roots _ H - Shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet_ �! 2 Pipe Size — ` Poloroids �> Reset TELEVISION INSPECTION Tape Start �`j 1 _ Report # Falkenberg Construction, Inc. Tape Stop 16799 SW 72nd �9t Tape 41 — Portland, Oregon 97223 Cleaning Report # (503) 620-6958 Client- p ¢ OperatorDate -2 SOT ime — Location Line Size _ Pipe Type Cop, Joint Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth — — Ground Water Elevation ull Direction :1 T. — WIER READING INFILTRATION — A E TOTAL B - F Flow Direction C _-_ G D H Ref Feet RemarksPhoto Ref Photo InE. Feet Rem:�rks No. No: No. Inf. No. — I Cao SEeVICE -CIEPT 21 2 22 1141, 23 _ - 24 5 o SE.aevICC- - Lv_F-T 25 26 7 27 28 9 29 1030 1 31 -- 1 - 32 — ------ - — — - 1 - 33 35 1.6 — _— 3b 17 _ _ —� - - 37 - - --- - — 1 _ 38 40 20 40 1 Summary of Line Conditions: Codes - Pipe Conditlon�� _,— BP - Broken Pipe IM-Infiltint lon Mark Grade C - Crack 0 - Obstruction Alignment — CP - Collapsed Pipe OJ- Open .Joint Joints DP - Dip in Line OS- Off Set GC - :,rade Change R - Roots �_ R• oyy � H - shear S - Service Conn. I - Infiltration TJ- Typical Joint Lineal Feet Pipe Size 1je -`Poloroids_ Reset— Em 4..&ONUL TELEVISION INSPECTION , Tape Start Qp t, � Report 11 ��- Falkenberg Construction, Inc. Tape Stop 7.3( Tape ape # 16199 SW 72nd Portland, Oregon 97223 Cleaning Report # (303) 610-6958 — -- Client ��� Operator- --j•.- Date. Time Location Line Size Pipe Type C n V r Joint Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water Elevation ull Direction r WIER READING INFILTRATION — 1 f O A -- - E _ TOTAL B F _ Direction C G —_ D H Ref Feet Remarks Inf. Photo Ref Feet Remarks Photo No. No. No. Inf. No. I Q 2V12f - Lt AT 21 — — t�Y1 _ 2 _ 1111!.t.--.- -1;It ' —_ z S — --- $ L6 — _- -- -- 8 E2V 29 28 -! — 31 —r 12 _ 32 13 �� 34 - 1 _ 35 16 _ 36 T 11 37 i — --- - --- 3a. 14- _ _ — --- -- 39 - -- —. — 2U 4U J Summary .,f Line Co-.iitions. Codes Pipe Co,,d it ion ��C� _ BP - Broken Pipe IM-Inf i I :rat ion Mar'. Grade---- C - Crack 0 - Obstruction Alignment (� tip p CP - Collapsed Pipe OJ- Open Joint Joints �_ Q �� DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Servir- Conn. I - Infiltration TJ- Typical Joint 1 ineal. Feet_,; ,_- __ Pipe Size _ _- Poloroids- Reset_ TELEVISION INSPECTION LOG Tape Start Report it —� Falkenberg Const.ructior., Inc. 16799 SW 72nd Tape Stop Z� Tape # Portland, Oregon 97223 Cleaning Report # (503) 620-6958 ClientM4--6L Operator Date _ Time 12- Location Line Size Pipe Type ,;,)int Type Joint Length Manhole Condition's Date Cleaned Result of Cleaning Flow Depth Ground Water dlme tion C—ull Direction WIER READING INFILTRATION -7 1 BA F _ TOTAL low Direction C ^—, G D H Ref Feet — Remarks Inf. Photo Ref Feet Remp.rks Photo No. No. No. Inf. No. #A- 121 ---- 2 22 —_ 322 - - LE. r. 23 _ 24 _ 5 25 26 - _ 28 ---- 929 30 31 32 I3 33 _ 1 _ 34 1535 36 - 17 — ------- -- - - 37 - — 1� - 38 19 39 Summary of Line Cord�itia g: Codes � - Pipe Condition-- QBP - Broken Pipe IM-Infiltration Marl GradeC - Crack 0 - Obstruction Alignment _ CP - Collapsed Pipe OJ- Open Joint Joints _ - *-Vlk DP - Dip in Line OS- Off Set GC - Grade Change R - Roots H - Shear S - Service Conn. — -- 1 - Infiltration TJ- Typical Joint I-inea1 Feet __ Pipe Size Poloroids Reset------ _ Ci y of Tigad I NSPEC ION REQUEST for JSPECTION TIME . PFRMIT DATE: DATE ISSUED : WNFRS NAME ' _ A D D fti E S S: _ 1�'_G - ONTRACTOR 'EST : Air [3, Water E] , Visual Laboratory p 'ESULT: Approved Q� , Disapproved ❑ , Pending [] KETCH; INSPECTOR DATE ,)TE Attach supplemental test data hereto] � A � CITY OF TIGARD P.0 Box 23397 12420 S.W. Main Tigard,Oregon 97223 August 27, 1979 Reference: Scheckla Park Estates Subdivision Gentlemen: In the matter of the Two Hundred Eighty-Five Thousand Seven Hundred - Four Dollars ($285,704.) Cash Bond Escrow Agreement, between Godwin Development. Corp. , and Godwin Construction Co. , Inc., and the City of Tigard, Oregon, and Benjamin Franklin Savings & Loan Co. , - This is to serve as offic'.al notice to allow said Benjamin Franklin Savings & Loan Co. to release to Godwin Development Corp., and Godwin Construction Co. , Inc., all of the deposit en- trusted to said Benjamin Franklin Savings & Loan Co. The full amount hereby ruthori.zed to be released is Two Hundred Eighty five Thousand, Seven Hundred-lour Dollars ($285,704.) This notice shall not be construed to nullify or alter the terms of the Subdivision's Agreement in any way; it is merely an authorization to release the specified entrusted monies. City of Tigard,7OPgon By: mayor By: lel cr. .a r_, Cit; Recorder �f cc: Godwin Development Corp., ✓/ Godwin Construction Co., Inc . pJr c,U J i L CITY OF TIGAP P.O. Box 23397 12420 S.W. Main Tigard,Oregon 97223 August 27, 1979 Reference: Scheckla Park Estates Subdivision Gentl^men: In the cutter of the Two Hundred Eighty-Five Thousand Seven Hundred - Four Dollars ($285,704.) Cash Bond Escrow Agreement„ between Godwin Development Corp. , and Godwin Construction Co. , Tnc., and the City of Tigard, Oregon, and Benjamin Franklin Savings & Loan Co., - This is to serve as official notice to allow said Benjamin Franklin Savings & Lonn Co. to release to Godwin Development Corp. , and Godwin Construction Co. , Inc. , all of the deposit en- trusted to said Benjamin Franklin Savings & Loan Co. The full amount hereby authorized to be released is Two Hundied Eighty Five Thousand, Seven Hundred-Four Dollars ($285,70 . .) This notice shall not be construed to nullify or alter the terms of the Subdivision's Agreement in any way; it is m^rely an authorization to release the specified entrusted monies. City of Tigard, Ox gon Jia or By A City Recorder cc: Godwin Development Corp., Godwin Construction Co., Inc. pjr. TIGARD CITY COUNCIL STUDY SESSION MINUTES - AUGUST 20, 1979 - 7:30 P. M. 1 . ROLL CALL: Present: Mayor Alan W. Mickelson; Councilmen, John E. Cook, Tom Brian and Kenneth Sclleckla; Councilwoman Nancie Sti.inler ; Chief of Police, R.B. Adams; City Administrator, R.R. Barker; Assistant Planner, Hilary Mackenzie; Associate Planner, Kenneth Selby; Administrative Secretary, Loreen Wilson. 2. STRAM ENGINEERING STATUS REPORT Re: Traffic Safety Study (a) Jim Madison and John Lichtenheld from Strain Engineering, presented current status of the Traffic Safety Study. It was noted that the intended product of the study is as follows: a 5 year street improvement program, a recommended functional classification system, a recommended street design standard arid recommended financing program for the improvements. The analysis of the current street problems in the City is approximately 50% complete and Council will be contacted again at the end of September by the firm with further reports. 3. (a) City Administrator requested Council a;•prove a replacement performance bond for Sch es in the amount of $285,704 . (b) Motion by Councilman Brian, seconded by Councilman Cook to approve the Mayor and City Recorder signing the performance bond in the amount o`_ $2135,704 . Apprcved by unanimous vote of Council- 4 . COMPREHENSIVE PLAN REVISIONS - Housing implementation Plan - "Manufacture Housing" (mobile homes) as a standard residential use with conditions and development standards. (a) Associate and Assistant Planner discussed the amendment to the plan by adding; mobile homes as an outright use in the City. (b) ►tie f:.1 ,.owing citizens testified regarding the issue: Buz Marsh - NPO 116 Pat Hutcheson - NPO Ill Bob A 1! : :i -NP() 114 Joanne Nordling - NPO 114 John Butler - NCt) lil Gerry Kolleas Allai► Paterson - Tigard Business Person Mirk 'Linhart - Mobile Home Owner Trving Larson - NPO 114 (c) After lengthy discussion between audience, staff and Council, several changes were made in the proposed ordinance to meet the concerns of Council and the citizens. These included, but are not inclusive, re- qui,ing r site obscuring landscaped harm or fence, requesting; mixing not be allowed with built single family homes, and requiring; all mobile homes meet F1IA or State of Oregon code, whichever standards were more stringent and requiring all mobile home applications be approved by the planning Commission. C4 SUBDIVISION PERFORMANCE BOND Bond No, 04-646-2919134 KNOW ALL MEN BY THESE PRESENTS, that we Co-dwin Cnnstructi.on Co, Inc.. as Principal, and %mor.ican Fidelity Fire Insurance-Co. -- a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, arm jointly and severally held bourl unto the City of Tigard, Oregon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $_19,039.00 lawful money of the Un?.ted States of. America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION TS SUCH, that the Principals are platting Scheckta Park Estates, subdivision located in the City of Tigard. Oregon, and entering into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements*kequireci by the City of Tigard, Ordinances and Subdivision Compliance ayceement documents as described in said compliance agreement all of which are, by reference, made a part hereof.** Sidewalks NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said,,agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Oblic,ee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract Lr to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for e,ttorrey's fees. IN WITNESS WHEREOF' the undersigned corporation has caused this bond to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. Godwin Construction Ca. , Inc. Name of Corporation BY:?�}�- Vv�A �S Q-'-fir e a i de n BY:_ _ Secretary (A true copy of the Power of Attorney must be attached to the original of this bond. ) Surety Fire Ineuranca Co. i s V�Cf i -ort Atter ney-in-Fact 1 ` AMERICAN FW ELITY FIRE INSURIM, CE COMPANY WOODBURY, NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Amercan Fidelity Fir.- Insurance Company, a Corporation in the State of N N,-w York, havinp its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 18th day of February, 1969, to wit: "The President, or any Vice-President, or ether officer designated by the Board Executive Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such pc sons,firms or corporations as such officers may select from time to time,"does hereby make,constitute ar.i appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its true and lawful altorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute. acknowledge and deliver in its behalf, and as its act and deed, as follows. Any and all bonds in an amount not exceeding $50,000.00 as to any one project, for or on behalf of the Company, iu iv, business and in accordance .vith its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the aces of said Attorney-in-Fact, pursuant to these presents,are hereby ratified arid confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these presents to be signed by its President and/or Vice-President,and its Corporate Seal to he affixed. AMERICAN FIDELITY FIRE INSURANCE COMPANY + J h , . Williams,President Stale of New York 1 ss. County of Nassau 7 On this 25th day of Januar;, 1977, befo-e the subscriber,a Notary Pu;,lic of the State of New York in and for the County of Nassau duly commissioned and qualified, 1:ame Luther H. Williams of the American Fidelity Fire Insurance Cnrnpany, to me personally known to he the individual and officer describes herein, and who executed the preceding instrument,and acknowl- edged the execution of the same,and being t,y me duly sworn,deposed arid said,that he is the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp- oration,and that the resolution -if said Ccmpanv,referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, anJ affixed my official seal at Woodbury, New York the day and year shove written. �44 � v Notary Public ELIZABETH M. ROSELLE NOTARY PUBLIC, State of New York `'fiFtw� No. 30.8613115 Qualified in Nassau County Commission Expires March 30, 1978 State of New York 5.4. County of Nassau 1 CERTIFICATE I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of the State of New York, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney arid Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Director%,as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the sa;d Company,at Woodbury, New York,dated this 24thd,y of July I9 79 r win AsslAant Secretary OR G 50 (1,171- i SUBDIVISION PERFORMANCE BOND Bond No. 04-.;46-2919232 KNOW ALL MEN BY THESE: PRESENTS, that we Godwin Constrkwtion Co 111C. as Principal, and Am ricin Fid ,lity Fisc In.-,Wnuce Co. a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $46,078. lawful money, if the United States of America, for the payment of which we, as Principal, and az Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present, THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that thf, Principals are platting Scl,eckln Park Estates subdivision located in the City of Tigard, Oregon, and entering into a subdivision c ,mplitnce agreement with the Obligee herein, and upon acceptance of sa d plat and compliance agreement, the Principals shall make all improvements*required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof.**stonn Sewer and Concrete Curbs NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain i.n full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjulge reasonable as and for attorney's fees. IN WITNESS WHEREOF the unders_jaed corporation has caused this bond to be executed by its duly authorized, undersigned officers acting pursurat to resolution of its Board of Directors. ^y_2 win Cunstructiun Co. . Inc. Name of Corporation By. Secretary (A true copy of the Power of Attorney must be attached , ;- ,, r•I,t�t;ry r. . . �,ra ,,L to the original of this bond. ) Surety Cilhert Att eney-In-Fact r AMERICAN F ,JELITY FIRE INSUIt.l1,,1`CE COMPANY WOODBURY, NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 18th day of February, 1969, to wit: "The President., or any Vice-President, or other officer designated by the Board Executive Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons, firms or corporations as such officers may select from time to time," does hereby make, constitute ar-i appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its true and lawful attorneys)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, as follows: Any and all bonds in an amount rot exceeding $50,000.00 as to any one project, for or on behalf of the Company, in its business and in accordance with its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of said Attorney-in-Fact,pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF, the American Fidelity Fire Insurance Company has caused these presents to be signed by its President and/or Vice-President.,and its Corporate Seal to be affixed. 4w AMERICAN FIDELITY FIRE INSURANCE COMPANY " Luth r H. Williams,President State of New York ss. County of Nassau On this 25th day of January, 1977, before the subscriber,a Notary Public of the State of New York in and for the C, my of Nassau duly commissioned and qualified, came Luther i.. .;illiams of the American Fidelity Fire Insurance Company,to me personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl- edged the execution of the same,and being by me duly swore,deposed and said,that he is the officer of said Company aforesaid. and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of trip said Corp- oration,and that the resolution of said Company, referred to in the preceding instrument,is now in forep. IN TESTIMONY WHEREOF, 1 have hereunto set my hand, and affixed my official seal at Woodbury, New York the day and year above written. Wo Notary Pnhlle ,1%MWA ELI7.ABETH M. ROSELLE " NOTARY PUBLIC, State of New York No. 30.86.13115 Qualified in Nassau County Commission Expires March 30, 1978 State of New York t 9S. County of Nassau CERTIFICATE 1, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of the State of Npw York, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains In full force and has not been revoked; and furthermore, that the Resolution of the Board of Directom,as set forth in the Certificate of Aur.hority,are now in force. Sigred and Sealed at the sold Company,at Woodbury. New York,dated this 24th day of July ,19 79 w� owl Assistant Secretary \ OR t3 50 (12/7)• SUBDIVISION PERFORMANCE BOND Bond lZo. 04-646-1919186 +i KNOW ALL MEN BY THESE PRESENTS, that we Godwin Construction Co.� Inc. 'r.,_ Principal, and Amer�cnn Fid-'�e1iCy Fire nsuranct- Co. a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ LLZ76.40 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present, THE CONDITIONS OF' THIS BOND AND OBLIGATICN IS SUCH, that the Principals are platting Scheckla Park Estates subdivision located in the City of Tigard, Oregon, and entering into a subdivision compliance agreement with the Obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements*required by the City of Tigard, Ordinances and Subdivision Compliance agreement documents an described in said compliance agreement all of which are, by reference, made a part hereof.**Sani.tary sr,wf r, Street I,67,ht Power Co!;t and Maintenance and Power Installation NOW, THEREFOkE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to :,e performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it s',all. prevail, shall be entitled to recover such sums as the Court m.,v adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF the undersigned corporation has caused this bond to be executed by its duly authorized, undersigned c,fficers acting pursuant to resolution of its Board of Directors. Godwin Construction Co. , Inc. N me of Corporation Aye, �1 ---Pike s i d e n t By: ,Secretary (A true copy of the Power of Attorney must be attached Ametican Fidelity Fire Insurance Co. to the original of this bond. ) Surety ' tennisilber AttcPney-In-Fact wLAIL {�.TAERICAN F �ELITY FIRE INSUR. C;E COMP�Vi Y WOODBURY, NEW YORK y POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 18th day of February, 1969, to wit: "The President, or any Vice-President, or other officer designated by the Board Execuove Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons, firms or corporations as suca officers may select from time to time," does hereby make,constitute ar-9 appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its true and lawful attorneys)-in-fact, with full power end authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, as follows: Any and all bonds in an amount nou exceeding : 50,000.00 as to any one project, for or on behalf of the Company, in its business and in accordance with its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of said Attorney-in-Fact,pursuant to these presents,are hereby ratifieo and confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused These presents to be signed by its President and/or Vice-President,and its Corporate Seal to be affixed. AMERICAN FIDELITY FIRE INSURANCE COMPANY ` W ` Y Luth6 H. Williams,President State of New York 1 County of Nassau On this 25th day of January, 1977, before the subscriber,a Notary Public of the State of New York in and for the County of Nassau duly commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company, to me personally ''known to he the individual and officer described herein, and who executed the preceding instrument,and acknowl- edged the eMecution of the same,and being by me duly sworn,deposed and said, that he i>, the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp- oration,and that the resolution of said Company, referred to in the preceding instrument,is now in force. IN TESTIMONY WHEREOF, I have hereunto set nay hand, and affixed my official seal at Woodbury, New York the day and year above written. a WL) Notary Public ELIZABETH tit. ROSELLE NOTARY PUBLIC, State of New York 7w� No. 30.8643115 Qualified in Nassau County Commission Expires March 30, 1978 State of New York County of Nassau ss. CERTIFICATE I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock cnrpuratirm of the State of New York, DO HEREBY CER'T'IFY that the foregoing and attached Power of Attorney and Certifir ate of Authrrity remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Direclom,as set forth in the Certificate or Authority,are now in farce. Signed and Sealed at the said Companv,at Woodbury, New York,dated this 24thday of July..................... ,,,,.,19 7q w Assistant Secretary _ OR 0 !t0 t12/71,b SUBDIVISION PERFORMANCE BOND Bond No. 04-646-291934 KNOW ALL MEN BY THESE PRESENTS, that we Codwin Construction Co. , Inc. find A--meri r- Fr.inei.nal, -- can Fttiorly I'irn Ingurnnc., to. corporation duly authorized to conduct a general surety business in the Stat4 of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $ 47,559.F0 lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind ourselves, our successors and assigns firmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting Schecklrr Park Estates subdivision located in the City of T_gard, Oregon, and entering into a subdivision compliance agreement with the Obligee nerein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements*tequir.ed by the City of Tigard, Ordinances and Subdivisior Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof. *' Streets - Clearing 6 Grubbing, Excavation, Rock p��cm i lir p rk r«•aU'�th), arth,Berr 11 & d d Street Barrica NOW, fER 14 , f tete �rincipal iereln skah fai tki�u�`ly and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, ani shall not permit any lien or cla-m to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall. be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF the undersigned corporation has caused this bond to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. (:odwn natruction Co. , Inc. Name" Corporation Byd-k _ a-0"0-- -"president By: Secretary (A true copy of the Power of Attorney must be attached Atimricat, '';dclity Fire Insurance Co. to the original of this bond. ) Surety "1 G2nni ;� ,r 16 A rney-In-Fact 171 AVIERICAN A)ELITY FIRE INSURj�iCE COMPANY WOODBURY, NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company,a Corporation in the State or New York, .aving its principal office in Woodbury,State of New York,pursuant to the following resolution,adopted by the Board of Directors of the said Company on the 18th day of February, 1969,to wit: "The President,or any Vice-President,or other officer designated by the Board Executive Committee shall have authority, severally,to make execute and deliver a power or attorney constituting as Attorney-In-Fact such persons,firms or corporations as such officers,ray select from time to time,"does hereby make,constitute ar I appoint: DENNIS V. GILBERT of BEAVER.TON, OREGON its true and lawful attorney(%)-In-fact, with full power and authority hereby conferred in its name,place and stead,to sign, execute,acknowledge and deliver Ir,its behalf,and as its act and deed,as follows: Any and all bonds in an amount not exceeding 850,000.00 as to any one project,for or no behalf of the Company,In Its business and In accordance with Its charter,and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of said Attorney-la-Fact,pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these presents to he signed by its President and/or Vice.President,and its Corporate Seal to be affixed. AMERICAN FIDELITY FIRE INSURANCE COMPANY Luth6 H.Williams,President State of New York es. County of Nassau On this 25th day of January,1977,before the subscriber,a Notary Public of the Stale of New York In and for the County of Nassau duly commissioned and quallrted,came Luther H. Williams of the American Fidelity Fire Insurance Company,to me personally known to be the individual and officer described herein,and who executed the preceding instrument,and acknnwi. edged the execution(if the same,and being by me duly sworn,deposed and said,that he is the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Cu,porste Seal of said Company,and the said Corporate Seal and signature as an officer were duly affixed and subscribed to the taid Instrument by the authority and direction of the said Corp- oratinn,end that the resolution of said Company,referred to In the preceding Instrumenl,Is now in force. IN TESTIMONY WHEREOF, I have hereunto set m}. hand,end affixed my official seal at Woodbury,New York the day and year above written, p Notary Public ELIZABETH I.I. ROSELLE NOTARY PUB!,IC,State of New York to No. 30-811.113115 Qualified in Nassau County Cnmmissinn Expires March 30, 1978 State or New York County or Nassau 1 s . CERTIFICATE t, the undersigned, Assistant Secretary of AMERICAN F'IDELI'TY FIRE INSURANCE COMPANY,a stock corporation or the State of New York,DO HEREBY CERTIFY that the foregoing and attached Power of\ttorney and Certificate of Authority remains In full force and Las not been revoked;and furthermore,that the Resolution or the Board of Directors,as set forth In the certificate or Authority,err now In force. Sigurd and Sealed at the said Company,at Woodbury,New York,dated this 24thday of July 19 79 �ar�� Msislant Seerrtary _ OR a so nai7t. 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FROM UNDER SANITARY SEWER TO DRAIN TRENCH I -- _ �- AREA TO CREEK . ! w EXp`?PNEX I 68 I z _ __-- r a- d NGTE ALL LANDSCAPING, LAWNS, AND �, vi EXISTING APPURTANCES DISTURBED I. �' II z I, 81 8� DURING CONSTRUCTION SHALL BE EXISTING "XiSTING 01 X REPLACED TO AS GOOD OR BETTER _� I w THAN EXISTING CONDITIONS. HOUSE v HOUSE >� sA-2 T o+oo , 8° SApcl .\ "_.\ o NOTE: WHERE NECESSARY RIP-RAP EXISTING 1 I-- —-_ — - ` - .� � � `� EXISTING `,� �' f °° BANK TO PREVENT EROSION. 1 � _____1 9" .\ DUPLEX �,� h + _ n 111111 EXISTING 24" 1 �� � S �\ /.; 0/ CULVERT ti-_ _ .. - _ - - � -+ _ _ _ ,� �. � ---- E X IST I NG SANITARY - - -- - - - +- - - `��., . ' I �... 1 / EXISTING 5 SANITARY SEWER SEWED ► EASEMENT EXISTING TOP OF BANK I i ToF `/�. DUPLEX EXISTING SHED _ - - - - - - - -- - - - -- - - -- _ _._ ...` _ __.. SHED RpG 5 SANITARY SEVAR I i' `��/ �`` / -�1'-LI _" - -- _ -- , - _- _- - _ _ - ' _ _ - - - - _ EASEMENT \` ST -- -- - _ -_ _ SA-4 - _ ` � SA-5 _ \\ ANG CR ��\ __ SA-�'\+ ` _ _ - _ I O'S A + •- -__ •- •,►-� -- -- - -�-'- - - -- -A- LINE- "% - -- _._ _ -� -a+•bl,�i� - ! -2+51.4a --zxw _._ - „ I k __ - _ TOP o Bay�= -�- ._. - o sA Q DESIGN ENGINEER- _ ` ;\ \ �\ _ -_---- --1- ��,--..•- - --- — � -- - -,-- -� - - - - - -- - - -- - --- -- --=r---� 8+59 81 SURVEYOR ,�r - -. �, opo . , ` ` /, _�` _ ___ _- -_ _ _` _ I 5'�� `� - ` — R. L. DINNKWATER �.�q� '111 80 \k i - `�`�� li TOE - - - - - - - ^ 1 +\ � ' / i FIR � 1� I Enom6r k LmW O - ► - , \ � I 8095 Southwest Cirrus rive �'� Beaverton, OR 97005 (303) 641.4454 I_ I �, O 7 79 `' �� , ' \ `, 'I 9+37 CLIENT SCHECKLA PARK ESTATES SHOEET \ �" ' ` & T0P OF BANK_ -- - \ / ^ TOTAL 0 CJ L, S.W 88— AVENUE �EETs �..._ -. TREE ROW �"I / I I I - --_ S 'Bu IL-m R. Fj r� C3 O -- — �� __ -- — ---_ ,__-6_—_ z I Q SA-6- - ciCHEC l<;l_Fa F'A��I : E: TFaT'F=S ' 1 I • -f ___�__.___ - - �— - ___ - __._ _ __ I a (_l.F. 2q I �._____- -�'` NO DATE BY REVI APPROId1fiD _. _. PROOECT NO. 78-27 .nxnYF+ irlNi:;'°�L • Pp2ma ...:�c. _. ..rM�;"-- __ _. __ _- - .._,..,,,.,�....r—._................M_ ..- .- _J.111--1. ".:, .. _ . . .. _ r ( r ` I y N I �'� i111` 1 11111111 1111'711f"111 'Ir11 1'1��I1l►11j Ith r1I ' `IIItIIy, 111'111 111111111111r)1lIllllir`11111l1j111111111111111i�11111111111111 111l'111111111111111111'1�11111 1 >� 1 i I I __ Ir 2 3 4 5 6 7 8 A 10 11 1 2 NOTE: IF THIS MICROFILMED ---I" DRAWING IS LESS CLEAR THAN THIS NOT IC61—IT IS DUE TO QUALITY OF THE ORIGINAL RAWING, OE 6Z 9Z L2 9Z SZ trZ EZ ZZ 13 OZ 61 91 LI 91 SI 1►I L �CI 21 I I 01 6 O 1 9 Sfi.•,,�•.r'".''• 6 ? I10L" 11 '. Itt111i1111i1111111I111i111111111111111111►�11I11u11{IlitlitllllNiIRsol1111l111161111NIIINilittliti llitiliiiiiii11111111111iIN11 1) 111111411ttf1will1111t1htldiittlitliirrlti1N 1111111111n1111111111IrIiiiiia &iju i11161luu1I1rl1iiidw11111 - . . JULY 6 1992 .- l• , �'.' �_.... -_ � __ _ �.__ � _.�Y , y -_. __ -s.,alq.wu.,.,.. .-,r-w.w.-.— -----.._._ ...,,... -7�P-. ,�,r' ".'�•r .w—� .. ::,: d• ,, . ' {n A...... .w!n.. .� .i.r..��... I#" .wry. _...•wr.wi-.,.�..... .. .,..,.. .,. .. .�'�..•..:......—_..�R-- ^+a�y:ar,r ,•-�r�r�•-: .ww^^'�► ..+_^-.r.-•+ w s- 1 1,1 SUBDIVISION PERFORMANCE BOND Bond LTo. 04-646-2919329 '.T,L MEN BY THESL PRESENTS, that CIwln Cnnstruct.'on Co., Tnc, 13 Principal, and _�1lmarirnn Fide Co_ a corporation duly authorized to conduit a general surety business in the State of Oregon, as Surety, are jointly and severally held bound unto the City of Tigard, Oregon, a municipality of the State of Orrjon, hereinafter called the Obligee, in the surf of $ vg n on Lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bird ourselves, our successors and assigns f,.rmly by these present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting Scheckla Park Estates subd vision located in the City— y of Tigard, Oregon, and ente,:ing into a subdivision compliance agreement wit's the obligee herein, and upon acceptance of said plat and compliance agreement, the Principals shall make all improvements* equired by the City of Tigard, ordinances and Subdivision Compliance agreement documents as described in said compliance agreement all of which are, by reference, made a part hereof. **Street Tights and Related Work, Driveway Improvements NOW, THEREFORE, if the Principal herein shall faithful:y and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agre-ement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. In the event of suit or occion be filed by the Obligee hereunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall. prevail, shall be entitled to recover such sums as the Court may adjudge r-^asena.ble as and for attorney's fees. IN WITNESS WHEREOF the undersi.3ned corporation has caused this bond to be executed by its duly author zed, undersigned officers acting pursuant to resoluticn of its &bard of Directors. Godwin Construction Cn. , lm_ Name of Corporation 1 -A.President By: _ Secretary i (A true copy of the Power of Attorney must be attached Am-•ric,in Fid,•tity Fire Insurance Co. to the or!-inal r)f this bond.) Surety De nig.- Gilbert Attorney-in-Fact i , ; ^ � aw AMERICAN F*ELITE' FIRE INSUR.*CE COMPANY WOODBURY, NEW YORK POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of New York, having Its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Ek)ard of Directors of the said Company on the 18th day of Fi bruary, 1969, to wit: "The President, or any Vice-President, or other officer designated by the Board Executive Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons, firms or corporations as such orr.cers may select from time to time,"does hereby make,constitute ar-i appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its true and lawful attomey(s)•in•fact, with full power and authority hereby conferred in its name, place and sterid, to sign, execute, acknowledge and deliver in Its behalf, and as its act and deed, as follows: Any and all bonds in an amount not exceeding$50 000.00 as to any one project, for or on behalf of the Company, in its business and in accordance with Its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of acid Attorney-in-Fact,pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these presents to be signed by its President and/or Vice-President,and its Corporate Seal to be affixed. �0 AMERICAN FIDELITY FIRE INSURANCE COMPANY 1 Luth H. Williamr "-vsident State of New York j Cou ity of Nassau On this 25th day of January, 1977, before the subscriber,a Notary Public of the State of New York in and for the County of Nassau duly commissioned and quatified, came Luther H. Williams of the American Fidelity Fire Insurance Company,to me personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl edgod the execution of the same,and being by me duly sworn, deposed and said, that he is the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Cumpan:, rind the said Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the autho•ity and direction of the said Corp- oration,and that the resolution of said Company,referred to in the preceding instrument,is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official seal at Woodbury. New York the day and year above written. Wo / &-aca4 nryf,; Notary Public otjnp ELIZABETH M. ROSELLE NOTARY PUBLIC, State of New York w No. 30.8643115 Qualified In Nassau County Commission Expires March 30, 1978 Slate of New York ss. County of Nassau CERTIFICATE I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of the State of New York, DO HEREBY CERTIFY that the foregoing end attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked;and furthermore, that the Resolution of the Board of Directors,as set forth in ttiP Cs,rtiricate or Authority,are now in force. SiwnNd and Se.iled at the said Company,at Woodbury, New York, dated this Z.4rhd. ay of July 19 79 . ...... sr"w� Assistant Secretary OR G 50 (1217)- II t, SUBDIVISION PERFORMANCE BOND Bond No.04-646-2.919278 ;,NOw lbL M2N my PRESEyiT5, that we Cndwin Cnnatructi aS Principal, and American Fidelity 'ir,_• -insurance Co. a corporation duly authorized to conduct a general surety business in the State of Oregon, as Surety, are jointly and severally neld bound unto the City of Tigard, Oregon, a municipality of the State of Oregon, hereinafter called the Obligee, in the sum of $-27,111.0() lawful money of the United States of America, for the payment of which we, as Principal, and as Surety, jointly and severally bind curselves, our successors and assigns firmly by these prepant. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting Scheckla Park Estates subdivision located in the City of Tigard, Oregon, and entering into a subdivision compliance agreement with the Obligee herein. and upon acceptance of said plat and compliance agreement. the Principals shall make all improvements•''-tequired by the City of Tigard, Ordinances and Subdivision Compltanr�e agreement documents as described in sad compliance agreement :.11 of which are, by reference, made a part hereof.**water System and Pelared works NOW, THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms of the agreement and shall well and truly 1)4-rfor►r. all matters and things undertaken to be performed under said agrea'ment and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligat` , sha1L be void, otherwise to remain in full force and ef.fer' In the event of suit or action be filed by the Obligee hereunder to enforce said contract or to recover under L•he terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF the undersigned corporation has caused this band to be executed by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. 'Gudwin Congtruc[ion cn_ 1nr. Name of Corporation By��►�.�ann>Mme• r.e s i d e n t Secretary (A true copy of the Power of Attorney must. be attached American Fidwli!�, Fin, T,a to the original of this bond., ) Surety Uc nia Y IUr t Att fney-In-Fact '�� F RICAN F .JELITY FIRE INSU., _vLE COMPANY WOODBURY, NEW YORK S 'OWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 18th day of February, 1969, to wit: "The President, or any Vice-President, or other officer designated by the Board Executive Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons,firms or corporations as such officers may select from ti, .e to time," does hereby make,constitute ar-1 appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its tru awful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, 1. _Knowledge and deliver in its behalf, and as its act and deed, as follows: r y and all bonds in an amount not exceeding $50,000.00 as to any one project, for or on behalf of the Company, in its business and in accordance with its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of said Attorney.In-Fact,pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these presents to be signed by its President and/or Vice-President,and its Corporate Seal to be affixed. AMERICAN FIDELITY FIRE INSURANCE COMPANY Luth4 H. Williams,President State of New York ss. County of Nassau On this 25th day of January, 1977, before the subscriber,a Notary Public of the State of New York in and for the County of Nassau duly commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company, to me personally known to be the individuai and officer described herein, and who executed the preceding instrument,and acknowl. edged the execution or the Same,and being by me duly sworn, deposed and said,that he is the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp- oration,and that the rinolution of said Company, referred to in the preceding instrument,is now In force. 1N TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official seal at Woodbury, New York the day and year above v:ritten. r`�\/I'A Notary Public 0� yn ELI7,ARETI-I M. ROSELLE NOTARY PUBLIC, State of New York w'^ No. 30•H643115 Qualified in Nassau County Commission Expires March :10, 1978 State of New York County of Nassau Fs. CERTIFICATE 1, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE: COMPANY, a stuck corporation of the State of New York, DO HEREBY CERTI FY that the foregoing and attached Power or Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directcrs,as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the said Company,at Woodbury, New York,dated thir 24th day of July lq 79 ............ ............................................... . ... ... Assistant Secretary - OR O 50 (12171 ri, t� W d SUBDIVISION PERFORMANCE BOND Bond i KNOW ALL MEN BY THEE PRESENTS, that we Spdwin Const, ion Inc. aB Principal, and A.•,-•rir•rl T'i�(i:.l. ,Y-1:1L� _;ur�nr C.o. _y..r._�,...— :.i corpuration duly authorizecl to cc a general surety busina�:� in the State of Oregon, as Surety A ntly and severally held bound un' o the City of. Tigard, e' . municipality of the State Of Oregon, hereinafter called the , in the sum of $ 1,9.61,().pO lawful money of the United States _ica, for the payment of which we, as Principal, and &s Su tntly and severally bind ourselves, our successors and as- .mly by th .se present. THE CONDITIONS OF THIS BOND AND OBLIGATION IS SUCH, that the Principals are platting Scheckla Park Estates subdivision located in the City of Tigard, Orego-i, and entering into a subdivision compliance agreement with the Obligee herein, and upun acceptance of said plat and compliance agreement, the Principals shall make all improvements* equa.red by the City of Tigard, Ordinances and Subdivision Compliance agreement documents as described in said compliance acreemept all of which are, by reference, made a part hereof. ''*' sphaltic Concrete: NOW, THEREFORE, if the Principal herein shall faithtully and truly observe and comply with the terms of the agreement and shall well and truly perform all matters and things undertaken to be performed under said agreement and shall promptly make payments to all persons supplying labor or material for any of the work provided by said agreement, and shall not permit any lien or claim to be filed or prosecutioned against the Obligee, then this obligation shall be void, otherwise to riiain in full for ,e and effect. In the event of suit or action be filed by the Obligee he.rcunder to enforce said contract or to recover under the terms of this bond, in addition to all other rights and remedies here- under the City, in the event it shall prevail, shall be entitled to recover such sums as the Court may adjudge reasonable as and for attorney's fees. IN WITNESS WHEREOF the undersigned corporation has caused chis bond to be exec-,ted by its duly authorized, undersigned officers acting pursuant to resolution of its Board of Directors. Godwin Con9truc[ion Co. , lnc. Name of Corporation - By: ►-u�l!purn� ,�• �r '`Preeident By°_ Secretary (A true copy of the Power of Attorney ,nusc be attached American Fidelity Fire Insurance Co. to the original of this bond. ) Surety rt Attorney-In-Fact atr � a AMERICAN F�jELITY FIRE INSUR,AUE COMPANY WOODBURY, NEW YORK r POWER, OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 18th day of February, 1969, to wit: "The President, or any Vice-President, or other officer designated by the Board Executive Committee shall have authority, severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons, firms or corpo,ations as such officers may select from time to time," does hereby make,constitute ar•3 appoint: DENNIS V. GILBERT of BEAVERTON, OREGON its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, as follows: Any and all bonds in an amount not exceeding $50,000.00 as to any one project, for or on behalf of the Company, in its business and in accordance with its charter, and to bind American Fidelity Fire Insurance Company thereby,and all of the acts of said Attorney-in-Fact,pursuant to these presents,are hereby ratified and confirmed. IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these presents to be signed by its President and/or Vice-President,and its Corporate Seal to be affixed. "PLN AMERICAN FIDELITY FIRE INSURANCE COMPANY Luth r H. Williams, President State of New York , County of Nassau 1 ss. On this 25th day of.January, 1977, before the suhirriber,a Notary Public of the State of New York in and for the County of Nassau duly commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company, to me personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl. edged the execution of the same,and tieing by me duly sworn,deposed and said, that he is the officer of said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal end signature as an officer were duly affixed ind subscribed to the said instrument by the authority and direction of the said Corp- oration,and that the resolution of said Company,referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I hav? hereunto set my hand, and affixed my official seal at Woodbury, New York the day and ,year above written. 1 Notary Public baELIZABETII ht. ROSELLE NOTARY PUBLIC, State of New York No. 30.86.13115 Qualified in Nassau County Commission Expires March :10, 1978 State of New York 3S. County of Nassau j CERTIFICATE 1, the undersigned, Assistant Secretary of Ab1F.RICAN FIDELITY FIRE INSURANCE COMPANY, a stork corporation of the State of New York, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directors,as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the said Company,at Woo,lbnry, New York, dated this 24th day of July.......... ....................... 7� Assistant Secretary OR G 50 (12/71• Surety -- I I � N I 0 tn w rd AL [-� �n Avoid Vernal tMessages � � �- "') -I. � <<I TY OF' T.T.GTIF:U To: 1 1 1 1♦ From Subject: 1.� Date __- ------- --- `yam d v }• t° v,G�l .�Gr C:Y� G O vl l L'c"� r ��r y �,'�`�1 f,: O r C��M•`�\N_��� 't�C•'fC\1Il � VJ�=- l.a U��\� '�,�:.N..� l..t)s�v1 c.1� (�r-C� `�'-c'-.� amp 1 V\� ��"7 \V� ; ��,�•1 *� ',-a t".G'�1/1.��,�t,. �'�y 1/��..�...- EE.•p v- t***- "CVS• �4 � if` �,.r X71.4, v r..- S�\C-\�• C�e cls 0� 4-C- 0 � 4r•.... .�1�r t•E f_. A+v.a w\+�?-r►�-cam- 1��e� �.�r� ,h� v-�\v,�.- �.-��. �r- �,�.r.�,:.-\� 1� 7 r- e- C- �0 TN F� w� 6r. A�V�.Vt.�/4'•C•. PO V- `i'h.\ y I�C i�l/1 E' , .� -Pv l �1��. 7:3 a GODWIN CONSTRUCTION COMPANY, INC. 9370 S.W. Greenberg Road Benjamin Franklin Commons Lincoln Building, Suite 413 Portland, Oregon 97223 10. John Hagman City of Tigard Engineering Dept. Tigard, Oregon 97223 May 29, 1979 Dear Mr. Hagman, lEn,;losed you wilt find t:he i'ollowing items 1 . Cost Estimate for "Scheckla Park Estates" and work to date within Public Right of Way. 2. Invoice ft-om Dales Sand & Gravel Co. for work completed as of May 22, 1979, 3. Engineers Construction Certification We here by request that the City of Tigard release $291 ,G00.00 from the amount of monies now being geld by Benjamin Franklin Savings & Loan Association as per tr►e Cash Bond Escrow Agreement between the City of Tigard and ferd Wardiri, an individual ; Robert Westlund, an individual; Godwin Construction Co. , an Oregon Corporation; William A. Godwin Development. Inc. , an Oregon Cprporat.ion. It. 1;3 our intention to request a release of funds for work completed each month until the improvements on "Schp,;kla Park Estates" are complete. We understand that the fina.l 20% of the monies in escrow will not be relea ad until a Maintenance Bond is posted f v the benefit of the City of Tigard. Thank you, William Godwin �� GH:pn Encl Alk -......._«_.tea...-�._.« ...-.. .............. .•....+...,..+r+.....r.........swr+.r..r.ra...wy,;t,,.. ENGINEERS CONSTRUCTION CERTIFICATION I, _ Richard L. Drinkwater being a duly (Engineer. 's Name) registered engineer., No. 8299+-_ �- in the State of Oregon do hereby certify that improvements listed on Dale Sand and Gravel. Company invoice of' May 22, 1979, and detailed on the summary of work completed letter dated May 24, 1979, have been inspected by me and were found to have been constructed in accordance with the plans and specifications approved by the City of Tigard and are subject. to only the final- inspection requirements found necessary by the City of Tigard. PROFfs�i I Co�l�GlNp,F Or .� ORE,L�ON � -�lgnat r 1 Date -6 -- - STATE- OF OREGON County of Washington Personally appeared the above named and acknowledged the foregoing instrument to be voluntary act and deed. d�ot. r Public for Oregon 11y omission Expires: z� Revised 1-1-73 R. L. DRINKWf,TER CONSULTING CIVIL ENGINEER R LAND SURVEYOR 9205 S W BURNHAM ST TII,ARD,OREGON 97223 (503)639-1155 May 24, 1979 Mr. John Hagman City of Tigard Engineering Dept. Tigard, Oregon 97223 Subject: Cost of viork completed (for "Scheckla Park Estates") as of May 24, 1.979. Dear Mr. Hagman: As requested by Mr. Gordon Hobbs, the following is a cost estimate for all improvements within public right of way on the above named project: Original Bid Work to Date 1. Streets and Related Work $ .1.53,650.00 9; 40,286.01) (see breakdown Dale Sand and Gravel bid) 2. Storm Sewer and RelaLed Work 126,236.00 96,322.00 7See, breakdown Dale Sand and Gravel bid) 3. _Sanitary Sewer and Related Work 146,324.00 104,050,00 See breakdown Dale Sand and Gravel bid) 4. Water System and Related Work 77,455.00 50,342.00 See breakdown Dale Sand and Gavel bid) 5. Street Lights and Related Wnr.k 12,000.00 0 Estimate from R. I. ROUse, c. ) 6. Street Light Power Cost Estimate from P.G.E . 1,382.40 Q 7. Street Light Maintenance for 2 yrs. 120.00 0 TEstimate from—P.G.E.) 8. Power Installation b P.G.E. 5,000.00 0 See attached letter Trenching by Dale Sand & Gravel Page trio May 24, 1979 9. Phone N.C. See General Telephone Letter) 10. Gas N.C. See N.W. Natural Gas Letter) 11. Sidewalk 39,039.00 0 Estimate from Washington County Department of Public Works) 12. Driveway Approaches 17,000.00 (Estimate from Washington County Department of Public Works) Total $578,206.40 $ 191,000.00 Amount of work unfinished - -- - -- - X5287,206.40 I \ . L. D in w ,r, P.E.P.L.S. t ' DARE' MAY. 2 4 .10 SAND&GRAVEL CO,INC. 18600 S.W. Pacific Hwy. Sherwood, Oregon 97140 • 639-7535 May 22, 1979 R. L. Drinkwater, P.E. 9205 S.W. Burnham Tigard, Oregon 97223 Dear Dick: SC ECKLA PARK -- Work performed to date, included in your original estimate. A. 541'REETS A. Clearing $10'000 @ 80% $ 8,000.00 A.2 Excavating 9,978 cy @ 70% @ 2.00 13,969.20 A.4 Coarse Base Mat. 1 ,137 cy @ 7.00 7,959.00 A.5 Fine Base Mat. 216 cy @ 8.00 1,728,00 A.6 CrAir ., curb 1 ,710 If @ 3.00 5,130.00 A.10 Derm 11000 if @ 1.00 1,000.00 A.11 Fill $5,000 @ 50% 2,500.00 Total $ 40,286.00v/ B. STORM B.1 36" T&G 656 If @ 45.00 $ 29,520.00 B.2 27" T&G 633 If @ 30.00 18,990.00 B.3 15" T&G 378 1f @ 14.00 5,292.00 B,4 12" T&G 812 if @ 10.00 8,120.00 B.5 '10" '1'&G 2.32 if @ 6.00 1,392.00 B.6 42" T&G 50 1f @ 60.00 3,000.00 B.7 Shallow MH 6 ea @ 750.00 4,500.00 B.8 Std. Manhole 3 ea @ 850.00 2,550.00 B.11 Bed & Fncase 2643 cy @ 6.00 15,858.00 B.12 Tr F'xc 2200 cy @ 1.00 2,200.00 B.14 Offset MH 3 ea @ 1,500.00 4,500.00 B. 15 Ditch Inlet 1 ea @ 400.00 400.00 7btal $ 96,322.00✓ .F Z7AMAX 2 4 1879 SAND&GRAVEL CO,INC. �4. �9 18600 S.W. Pacific Hwy. Sherwood, Oregon 97140 • 639-7535 `.�. C. .SANITARY C.1 8" CSP 2899 if @ 9.00 $ 26,091.00 C.2 6" CSP 2753 if @ 8.00 22,024.00 � C.3 BA Tee 52 ea @ 40.00 2.,080.00 C.4 8x6 Wye 5 ea @ 40.00 200.00 C.5 Std MH 14 ea @ 850.00 11,900.00 C.6 Drup Pffi 2 ea @ 1,500.00 3,000.00 C.7 Tr Exc 3869 cy @ 3.00 11,607.00 C.8 Bed F Encase 4418 cY @ 6.00 26,508.00 C.11 6" PlUO3 64 ea @ 10.00 640.00 _ Tota] S 104,"150.00 D. 6!A'i'EIt D. 1 12" Cl 52 D.I. 1470 If @ 15.00 22,050,00 D.2 8" CL 52 D.T. 414 If. @ 10.cl0 4,140.00 D.4 12" SIN 3 ea @ 550.00 1,650.00 D.5 12x8 Cross 1 Ea @ 275.00 275.00 ).6 8" 13.V. 1 ea @ 300.00 300.00 D. 15 F.H. Ass"bly 3 ea @ 1,000.00 3,000.00 D,17 Fbr-k B/F 738 cy @ 6.00 4,428.00 Material CXR Hand: D.2 8" CL 52 D.I. 756 If @ 6.56 4,959.00 D.3 Fj" Cl, 52 M. 2000.1,f @ 4.77 9,540.00 Total c 50,142.00 TID'TAL $ 291,000.56 The follcming work perfarinpd to date in excess of you cxiginal estimate. B. MUM B.2 2 7" T,,,G 10 If @ 30.00 $ 300.00 B.7 Shallow MH 1 ea @ 750.00 750.00 lk--Aal -2- MITI& MR SAND S GRAVEL CO,INQ MAX 2 .4 1979 18640 S.W. Pacific Hwy. Sherwood, Oregon 97140 0 639-7535 C. SANITARY C-7 Tr Exc 4403 cy 0 3.00 $ 13,209.00 C-8 Bed & Encase 6335 r-y 0 6.00 38,010.00 Total. $ 51,219.00 'IXTI'AL $ 52,260,00 'IUM, ALL T,,)DRK FE7RFUrM7,T) 7Y.) mlm 343,269.56 Yours very truly, DALE'S, SAND & GRAVEL CO., INC. ll�4,'1khct.ren Gen. Mqr, AK:k,k Pity -11>-6 *fy of T' 'g a rd INSPECTION REQI.Jt.ST f o r INSPECTION TIME: PERMIT NO. DATE .' DATE: ISSUED :---L-L- OWNERS NAME ' ADDRESS; 2/�:-76d CONTRACTOR TE s"r Air C , Wotero , VisuClIll , Laboratory E] RESULT' Approved 0 Disapproved Pending Ij SKETC Hb' 04-6 c/ 6-c cl-I c.,-jK- 4— A It u ch suppi e men I a I teat u ne v. t amity of -Tigard � INSPECTION REQUEST for � I INSPECTION TIME. /*�'l PERMIT NO. : —.------ DATE : J O. :DATE / / /l-7 DATE ISSUED OWNERS NAME : ADDRESS* --=—'� - C 0 N T R A C TO R : —_�� �_�' 11 TEST : ^ir ❑, Water[] , Visual L-1 , Laboratory ❑ I RESULT: Approved ' Disapproved ❑ Pending ❑ SKETCH: i I � w •_ TOR DATE NOTE : Attach supplemental ttis r .luau ,..:iet] J Ad City of Tigard INSPECTION REQUEST for INSPECTION TIME *_ � PERMIT DATE: �,!so 7 DATE ISSUED. ----'--/— OWNERS SSUED. __--:_1__OWNERS NAME : ADDRESS : -.: CONTRACTOR :_::�.�i,- --- TEST: Air ❑ , Water ❑ , Visual I1`.J , Laboratory ❑ RESULT: Approved .J{ , Disapproved 0 , Pending ❑ SKETCH: INN`—SPEC T OR DA+TTE- [:NOTE : Attach supplemental test data hereto] RE%Co'EIVE0 Portland6encral F11ccaricCunit)allti JAN 19 1 +iy WESTERN DIVISION CITY OF TIGARD 14655 SW OLD SCIIOLLS FERRY ROAD BEAVER70N OnEGON 97005 643 5454 Gentlemen: Re: Schecl:la Park Estates Attached is our proposal for providing underground electric service to the above mentioned subdivision. Our preliminary investigations suggest that this proposal is compatib) : with existing and/or proposed project and utility construction, however, if there are any conflicts with your existini, or proposed installation please contact me at your convenience in order that the plans may be modified. Very Truly yours, Gordon Utter Job No. 3705 E'Stimntllr Copies to: 1 Tigard Water District - 639-1554 8841 S.W. Conmlercinl St. , Tigard, Or. 97223 Attn: Roher.t Snntec 1 City of Tigard - 639-4171 City Engineer 12420 S.W. Main St. , Tigard, Or. 97223 1 City of Tualatin - 638-6891 City Engineer 18880 S.W. 800 Ave. , Tualatin, Or. 97062 Attn: John Block 1 City of Sherwood - 625-7377 90 N.W. Park Ave. Sherwood, Or. 1 City of Newherg - 538-4712 City Engineer 414 E. First St. Newberg,, Or. 97132 Attn: l,eonnrd Smith 2 Yamhill County - 472-9371 Road Dept-. , County Courthouse McMinnville, Or. 971.28 3 Marion County - 588-5036 1irlon County Dept. of Public Works, lem, Or. 97301 Attn: Claude Fnllin 7 Clackamas County - 655-8521 Clackamas Coty. Engineer Dept. n02 Ahcrnathy Rd. Oregon City, Or. 97045 Attn: Pat I Wilsonville - 638-8565 City of Wilsonville lit. 1 Box 4, Wilsonville, Or. 97070 Attn: EArl Wood 2 State highway - 653-3099 RIF ht of Way 11.0. Box 02157 Ptld. , Or. 97202 Attn: Ted Tilos 1 N.W. Natural Gas - 226-4211 123 N.W. Flanders Portland, Or. 97209 Attn: O.W. Mills 2 City of Dundee P.O. [lox 291 Dundee, Or. 97115 0 `' v _. IJ i u City of Tigard INSPECTION G1_ff r for INSPECTION TIME :_,&(*' PERMIT N0 _ DATE: DATE ISSUED-__ _1 OWNERS NAME : Sc/�-,EcI�U'fif�� ADDRESS : CONTRpC TOR 'TESTI. Air 0, Watet 0 , 'visual Latoratary ❑ RESULT: Approved © Disapprovfd ❑ , Pending O SKETCH: 7V CW1*42 dWF " If�7. INSPECTOR DATE COTE Attach supplemental test data hereto 4\n ul cyl� LLJ co �- cr' � � � � + � � �� � v �� 0 0 0 0 0 0 � c� � ci cj ri o CD \41 ro tq ui CS Cr_ < CO %4 1 Lo x U) J _3 Lu q 0 co LU C) w W z cn tr C) LL- A L c W cn o n! 4) N N m QQ N d z � � d• a n) W CV d C\jCD N W O r L< L, N l.tLo) cv �9 'Ct q c' v c �'1 d ` 7, 4 a� �y lel cn I Z I , � LJ Q 'ALJ ci �� < F- i.) �A til U x ti m `v L4 _3 N - d v - - - - - - -- - w ►- r� r') a �� � V) .1 A i i I , r fv If 'r ^rrr r y u for IINSPECTION TIME PERM!-;' N ., DATE : L/1LEL_'79L DATE ISSUE[,: /_,L_ OWNERS I ADDRESS . CONTRACTOR :_ e.f1 TEST: Air 0, Wets!, ❑ , Visual g , Laboratory [] RESULT. Approved 5 Disapproved ❑ , Pend, ,y SKETCH: Lf'onor L i I I I I INSPECTOR DATE CNOTE Attach •upplemantal t< dgta herSto i CITY OF TIGARD, OREGON CONSTRUCTION/INSPECTION (P.W.) PROCEDURE CIIECK LIST NOTE: UTILIZE ONLY clearly mArked BPPRMD PLANS. plan recisions, chnnge order", spneifications, etc. : 1. SANITARY SEWERS (A) Commenced instal'10t-inn. . .....» . . ,, ...•.,. ( �/ ��. (B) cc,mwinted installation. . ❑ 1.) AA-built field notes filed. ........ ❑ a) Co;-,,. -Ant to engineer.... ..,.. . ❑ I) As-built field notes received......... ❑ a) F led in project folder.. ...... ❑ (C) Inppected And Tested,. - » ,. ,..,,.•........ ❑ / /--- 1; Test nomonographs filed__.... ..... ❑ (D) Tentatively accepted by City. . —. 1....... II. STORM SEWER: (A) Commenced insteltntion... .. . . ... . ® (B) Completed installation... . ,,., ., ❑ _- 1) Afl-built field notes filed.......... ❑ (C) Inspected.... ._ , , ........» ..... ,.,. . ❑ (D) Tentatively accented by City...,.... ❑ III. CURBi (A) Commenced install'+tion... . ... . .... ...... .... . ❑ 1) Bench Mrrks Pot_ ........ ............ ❑ 7) Bench Mark locations filed..... ...... ❑ (B) Comoleted in¢tallation...............,,..,,.. ,. ❑ _ (C) Inspected.. . , . . . , . I— ,.... ... ..., , (D) Tentatively Accrued by City, ... ...........», ❑ I V. STRREI : (A) Comm need Grading.. . . . . ... I- 1) Sub-gracip inp)+ected.. .............. a) Teat data filed. . .•.,.., . . ❑ b) Tentatively acce.ptedby City. ❑ !�. (B) Commenced rocking...... ...1............. ..... . ❑ 1) Sub-bnse in"pected.. ........... ...... ❑ / a) Test data filed.. , ... ❑ b) TentAtivel.y accepted byCity. ❑ i (C) Commenced Paving I . . . .. I — ,.... ....___ ❑ 1) Paving inspected. .... ... ....... ❑ a) Test data filed, ..,... .» , 0 b) Tentatively Accepted by City. ❑ (D) Street tentatively accepted by City, .,.,.. ... ❑ V. PARKING LOT. (A) Cnmmnncnd grading.. . . . ..........+...... , ❑ ll Suh-grAde inApected. . .. ..........».. ❑ !� A) Text data filed.. . ,• ... . ❑ b) Tentatively accepted by City. ❑ (B) Commenced Rocking.. .... .. . ... , ..... ......... .. 13 !!� 1) Sub-ba.-m@ inspected.,,. .... .......... ❑ a) Text dntn filed..., ❑ b) TentAtil-Ply Accepted by City. p rd INSPECTION PERM:` N DATF: Zo.* i DATE I SSUEI OWNERS NAME ' ADDRESS : TSST* A;r rj, Wnts.;r L] , Visual 0 , Laboratory [3 RESULT.* Approved '1 Disapproved 0 , rend, 77. SKETCH: goIC4, 0 'e, c �,- AA4t Jr,"AV 94044 00,4,, 7 INSPECT DATE COOTE Attach SUPPirrv%sntai toot dr.-'0 hoiolO 0 -I rl r INSPFCTION T,WPERM DA*rr. . DATEISSUEV- ... ADDRESS : TEST: X! r--,, W,t, L2 , Laboratory r..) I _ RESULT' Approved M . Disapproved SKETCH 2)u" INSPECTOR DATE CN OTE Attach suppigmentIll toff dc�o heret jo ........... City of Tigard INSPECTION REQUEST for INSPECTION TIME :-RLI'7 PERMIT NO. : ------ DATE: 46-/Ata.' DATE ISSUED:r1__C__ OWNERS NAME ' S AD DR ES,S : _ CONTRACTOR :— TEST'. ONTRACTOR :--TEST. Air ❑ , Water Q , Visual Q , Laboratory ❑ RESULT: Approved Q Disapproved D Pending p SKETCH: ('( Wt•K'S INSPECTOR DATE C07E : Attach supplemental test data hereto R. L. DRINKWATER CONSULTING CIVII ENGINEER 6 LAND SURVEYOR 8095 SOUTHWEST CIRRUS DRIVE BEAVERTON,OREGON 97005 (503)641-4454 October 13, 1978 Mr. John Hageman Acting City Fngineer City of Tigard Tigard, Oregon Subject: "Scheckla Par.( Estates" backfill requirements. Dear Mr. Hageman: As per the request of Mr. Al Kalkovan of Dale Sand and Gravel to revise backfill requirements from 3/4 inch rock to clean pit sand. My offic,; has reviewed his request and agree with Mr. Kalkovan, because of the existing scarcity of rock from the existing crusher sources in the area we are approving this design change. Thank you very much. -S;n7. D y,in ater, .1✓. P.L.S. RLL:dm 10.r e4 r Nj 31 N V �' 15 co Ll 0 N � w LU 3 � I c IS.►, , ' ul W CL I i I y •rte 4 q (� `, _�., � � � ,� .� �, -,A. .. - .I r�{.Y''{�s� `:", ,� r:.6F.; i .�A��.' ►;sx-'.�' �,�r.=a-r-�ddk—.}i�1a�w.v,�-s ..i.....s. ..•+h7s..ariw,w��-M - �/ t. e •7A��ry I �6 SUBDIVISION COMPLIANCr AGREEML1,.T 4 THIS ACREE'1E:NT dated the ;25��___ day of :_�1Py��, 19��r^ betwE,"i the CITY OF TIGARD, a municipali ty 'of Oregon, hereinaftdr termed the "Cl ty", and _Zer.d. Waxdin an indx.xidual;_BQbr-L WAst1UUl.._.an..indixi.dual:_G�d�in SOnstxur_tioriczs.,_acL9x.�gon __.Coxp, G , • , _ �i1Ji.aID_Q_�SrQsl�ait► Development Inc., an Oregon Corporation, hereinafter termed "Petitioner" :i I T N E S : E T 4 WHEREAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as located —..•—SiC�EM PMK F�S=.9 _.. &es>:�.sz>Z1><� 'Emmbic tth; Range?Wpst r Willamette Meridian, ashington County, Oregon;+and WFERFA3, the City of Tigard Subdivision Ordinance requires the subdivider to install ':•rc.ets, sidewalks, street lights, storm sewers, sanitary sewers, underground ar. utilities' d other public facilities for the development and requires the payment of fees; and WHERINkS, the City has approved and adopted the standard specifica.tiors for public Works con,4trcction by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewe;•s prepared by professional engineers for subdivision development; and WHEREAS, the public improvements required to be constructed or placed in petitioner's development are incomplete, but petitioner has nonetheless requested the City to permit progressive occupancy and use of propt,rty in the subdivision, and the parties desire hereby to protect the public interest generally and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvement: V;.Ill be Installed as required and completed within the time hereinafter :et forth. NOW, THEREFORE. in consideration of the foregoing premi.scs a•,d the covenint.s and agreemccits to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS FOLLOWS: (1 ) )Fetit.ioner shall proceed with the development, with the• intent and purpose to complete all public Improvements except sidewalks and street trees of said subdivision not later thai► two (2) years from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision Ordinance and th standard specification adopted by the City of 1 ' gard, or as may he otherwise approve] by the Public Works Department and tc use only such material and to follow such designs as may be required to conform thereto. (2) To a^sure compliance with the City's requirements and the provisions hereof, Petitioner genders herewith to the City a surety bond in form approved by the City, with liability in the amount of 5fi,Z04�00 a copy whereof is hereto attached and by this reference made a part hereof (3) In the even, that Petitioner shall fail, neglect or refuse to proceed with the work in an orderly and progressive manner to assure completion within the time itmits, up-ii ten (10 days' notice by the City to Petitioner and Petitioner's sureties, Hr,' tour' default and failure to proceed continuing, thereafter, the city may at its' option 1„ _.eed to have the work completed arid charge the costs thereof against Petitioner and Petitioner's sureties and in the event same be not paid, to bring an ac'_ion on the said bond to recover M the amount thereof. In the event such action be brought, Petitioner and Petitioner's sureties pros.ise and agree to pay, in addition to the amounts accruing and allowable, such sur: as the c.)urt shall adjudge reasonable as attorney's fees and costs incurred by the City, both i*c 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 surNties s?e:+fic performance of the contract and compliance with the subdivision standards ar.d ordirancns of the City of Tigard, and in such event, in like manner, the City shall be ertitled 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. Fe titioner, concurrent with the execution hereof, has deposited with the City an amou-rt eati.aiated to equal rental and maintenance fees with respect to the street lights Facill':ies within , f, the subdivision, according to Portland General Electric 4c'e dule 091, Option B, together with a further sum equal to the estimated cost of elc.'t ical energy to energize the street lighting facilitie3 for a period of t•,o (2) ;Far, from the date of initial energizing of said lights. Said amount being (5) The City agrees to make and provide periodic and final inspections which in the City's ir:tcrnst are dc8irable to assure compliance herewithiin consideration whereof the Petitio-er has paid prescribed inspection fees. * (6) The City agrees to install street identification and traffic signs within the said subdivision, in consideration of payment in the amount of $ 455.44 (7) At Fuch time as all public improvements except sidewalks and street trees within tht_ rub;'ivision have been completed in accordance with the City's requirements, Petitioner shall notify the City of th, readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met., the Petitioner will submit to the City a good and sufficient maintenance bond, if not &!reedy provided with the performance bond, form approved by the City in the sum of $J_U,1A0 Q_Q_, to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after fi.rial acceptance of the public improvements by the City. (P,) Upon receipt: of certification by the Department of Public Works that all requirements have been net and a One Year Maintenance Bond, the City Council agrees to accept the public improlrementr3, subject to the requirerre nts for correction of deficiencies and x.ai.ntenance for a period of orae year as hereinabove set forth, e9) 1"tiat in addition to or supplementary of the requirer:ients of the City's Subdivisi.or Ordinance and the provisions hereof, Petitioner hinds itself to conform, to the fol! ,.ing requirements, scheduling and limitations.- (a) None of the Lots of petitioner's subdivision as described may he occupied for residential purposes ur#J1 ar occupancy permit is .Issued under nuthority of the amity and no occupancy permit shall he l:Ssued prior to the acc:.eptance of the subdi• .isi.on and to the tine that the sidewalk paralleling the st •eet for each developed lot proposed to be occupied, is installed as v part of the development, provided that all sidew3lks as required by the pl•ars and subdivision code `.hall be ir.stallcd through±: said subdivision not later than 3 years fro-a the date of. this Subdivision Improvement Contract , * Project Fee $__ .0.4.5 .70_ Sewer Fee $ 680.00 -2- Ail I, , dsc.sairg :-reef-, on that portion of each lot between the public sidewalks a--,J. the cur% '.'park-ing area) as required, shall be planted and in place prior to final inspection and issuazct of occe:pancy permit for each such lot in the subdivision. Provided tba-t F{nrl s.:z:,tect ion and applicant fur occupancy permit. occurs within any calendar "r-ir Cc+obFz to April uy a:y year, nvc.h planLings may be deferred until the neat follow;*:. h ='s' Season, In any etrenr, A}.1 la.ndscaping trees in all areas shall t.e *.,;nt.t:,d ar.d .:t:. p la.e c; t:h_:. the e!:ati:,e subdivisio-a within three (3) years from the date cf thta subdivision i;vprovenent contract. %. I Within one (1) year of acceptance of the public improvements the petiticner iggrb-s to place a nne (1) inch asrhaltic concrete Class "C" overlay on all roads wi:;,i-_ thY devejopment. (d) Compliance with all terms and provision,; specified theretofor said subdii 'a}. ;-t 3;opl.p !::nt by the Council and the Planning Commission of the City of Tigard, Ore&,t:, !-+:?r,Hrd to var;arca: allowed from the subdivision ordinance, conditions specif?.e� by the zone :ase classificatior and, also, on the approved plat(s) and plan(s). (1.0) The partie3 hereto t-.erehy adopt the form of performance bond, copy whereof is hereto at.ta�r:ed and by reference made a part hereof, and petitioner agrees to cause to have sa.d hJ-xd executed and `{led with the City concurrently with the execution of this agreem,a,: at. ,,c prtcr to the tiria this agreement is executed on behalf of the City. (11) Ti(-' specific: requirements of Paragraph 9 hereof shall for all purposes be '.ncluded as a plat of Lhe obligPtion secured by the aforesaid performance bond and the City .hall be entitled to recourse t}reret.o in the event of default on the part of the Petitt)ie-r, with ro.:pent to ar.y requirement thereof. IN WT'NESS WHEREOF, Pet.ltioi:e -cting by and through Its duly authorized under- signed c`.'''::F+r;; VVI:Suaot to resolution, of it., Board of Directors has caused this agrcer•,Er to bF executed, ar.d the City acting pursuant to resolution of its Council ado ted at a meeting thereof duly and regularly- held on the day of --,�xD,• e,� �� �� i9a�_, has cau3ed this aE,re :ment to be executed by its' Mayor F-rr.a Recorder. GODWIN CONSTRUCTION CO. INC. WILLIAM A. GODWIN DEVELOPMENT, INC. BY .�2- -,..c.l�E�S �r (Pres) BY ,, ,� C'A�_. ., Pres . ) By: - (sec ) By. �..��ec ) FERD WARDIN THE CITY OP TIGARD, OREGON 01 _ROBERT WESTLUND Recorder s 5 STATE OF OREGON County of On this �/J�—•— day of 19 ,}7 personally o n appeared the above named �s✓t.c� and acknowledged the foregoing instrument to be their voluntary act and deed. Before fret Notary Publig for Oregon My Commission Expirest STATE OF OREGON ) ss County of ,u evil_ ) On thish day of(�i _ �2 QZ e. 19_79 ,rbefore me appeared and botl to tim personally known who, eing duly sworn, dial say that he, the said _ Licr — is the Mayor, and she, the said Is the Recoider�of the CITY OF TIGARD, a municipal corporation and the said r ro Te r►j and _ h4M_ aknowledged the said Instrument to be the free act and deed of said municipal corporation. IN WITNESS WHEREOF, 1 have hereunto set: my hand and affixed my official, soal , this tilt, -.1-Ay ,-.rid year in this my certificate first ,wititrn �r= Notary Public For Oregon MY Commission Expires: c1 _5� 7.f JA h I i• , I -l��lj .dr .K?;�� 1, nl' fi'.` ��X�. 73 ''I ; 1 � `-I���/�-tom, �-,mac-► /.r�Z i'-�e�-./ . , I O Pa e 10 Sept.-L-mber 25 , 198 Council Meeting ?.linutes 28 . CONTRACT AME`MMENT - Bicycle Patti - Greenburg Read 8: Tigard St . (a ) City Administrator recommended approval of amendment as it is a decrease in the contract cost of $4 ,334 . due to the City purchasing signing and markings for thepaths , and installing same, (b ) Motion by Councilman Cook, seconded by Councilman Scheck 'Ia, to approve and authorize execution . Approved by unanimous vote of Council . 29. OTHER ( a) City Administrator noted he had received a phone call from a radio station asking about the paving of the bikepa.th on T'.gard and Greenburg Road. The radio station had received a complaint regarding th breaking up of the pavement and noted the paving had been done wrong. City Administrator noted that pavement looks good and if a problem does occur, the pavl : -, will be under a maintenance bond For one year. ( b City Administrator requested Council authorize partial releases of bonds on the following developments because work was part- ially completed : Douglas Heights Subdivi.son - $20, 960. be released Shilo Subdivisicn - $33,446 . 08 be released Motion by Councilman Cook, seconded by Councilman Sc•heckla to approve above noted refunds . Approved b_, unanimous vote of Council . ( c) Recorder pro-tem requested Council approve Subdivision Com- pliance Agreement and Caste Bond Escrow Aoreernents�-fpr pir0WIdTo'rScheckla Park Estates . Motion by Councilman Cook, seconded by Councilman btickel.son to ipprove and authorize execution by Mayor and Recorder pro- tein. Approved by majority vote of Council , Councilman Scheckla abstairii.ng. (d Mayor Bishop noted the Washington County Elected Officials Ca.usus was cancelled for September 28, 1978 . League of Oregon Cities was to hula a meeting at Beaverton on the same night re- garding Ballot Measure #6. i 3' !t DATE: / AMOUNT: j tr NAME: -___DOLLARS _ ;: ;� ��, 7-err CASE-": ADDRESS: / 'L ! lE. b _ --__ `-lk FOR: -- # OF ACCT. • PERMITS ---------_ ___—__ _ - —__— —SURCHARGEAMOUNT SEWER ILLINC S 40-364 BUSINESS LICENSE $ E, 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 ____ __ �•�/"�_" BUILDING PERMITOa 5_ - 333 SEWER CONNECTION ��-- -' 40-363 Y SEWER INSPECTION 40-365 SYSTEM DEV,CHARGE 25-366 PARK DEV, CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 ZON NG ADJUSTMENTS 05-362 -- '. _= s�=•,�,c,,,j "aha._____` _ __ 65�. c�� 05 -.-.3-62 9 � TOTALS RECEIVED BY: 1�,.�' --` ✓�/ t, ,-- PERMIT NUMBERS ASSIGNED: - Number Amount Nurnbor —_moon! Number — Amount $� RECEIPT M } CITY OF TIGARD T Slmt�v . DEVELOPMENT DEPOSIT FEE COMPUTATION SHEET PROJECT NAME 55,"Syn�.k. KRK LWA-111M PROJECT NO. (1) PROJECT FEE (City ord. 68-48, Sec. 10, Par."A"); 57(,.704.E u)Total estimated Improvement cost . . ... 3 b) Less son. sewer est. const. cost. � �----M Adjusted improvement cost......... . ... ... $4.3 4�sobtotal) subtotal (2) SFWFR FEE (U.S.A. res. 70-12, Sac.9, Par."13"): a)Sewer plan check tee a Inspection fee , C I) 10.00 X `99 Cort (no. of lots) 100.00 min. -le—, lil le — h1 Permit tee Ek connection charge paid. . . . .. ..... ... ....d c) Sewer district contract�u�charge paid ...............tom"" (district name N , (3) STRFt:T LIGHTING LEE : 1 o) P.G.E. lighting schedule no.__� b) Mthly rate option. ...... . no ItypeVof!Ighf~� lumens �� 4Q ti I (tnthly rate) (eco of lights) type of pole Mers�pf,e, --- 2_0 ' (r,,Wy ,nte) (n0 of lights) 0 pyo x _24 _s.... . . . . . .... . . . . s ILSs'., (subf:tul) (no uf,etha) (4) SIGN FEE (Item l-in!tailotion) (per aign) (no of sign) STOP i' - - x - RESTRICT. OCCUPANCY STREET SIGN .iear�F—x 1 ._---- li COMB.sroP/sT.1MtAF _7+'>L; X _.5'_ _ )S?LA N0 PARKING ------- b .---.. -- -Orel, typ*) mlatYDe) _x .^-.--. 13ECEIPT NO PATE PAID chock . 1• gZ'�'7•I=' •j12AND TOTAL �; cash L7 mcney order G3 Insert: sewer,street,ur .:'''d` ')ion 1 V 16 Avoid Verbal llessarles A-1 CITY OF TIGARD from .subject: Sc� .c �1t�3 �.5 Uate:� _ 1 ` ( ►- 4 1 � pc'tc' is \, � Stt�[iu...V rc� mit' f'�tvc- \C1�C'00 ,l.t n / r J cy c ` e" •• • 1c` �)C 1v�w`\�?t�v �,�C t` C1MGM\ • R\111Sa �:f t !!j} k'^:.1l R. L. DRINKWATER CONSULTING CIVIL ENGINEER&LAND SURVEYOR 8095 S W CIRRUS DRIVE BEAVERTON,OREGON 97005 (503)641 4454 August 29, 1978 s OMr. John Hagman AL'G 2 g City of Tigard GITy Engineering Dept. OF TIGA� Tigard, Oregon 97223 Subject: Cost estimate for "Scheckla Park Estates" improvements Dear Mr. Hagman: As requested by you on 8-25-78 the following is a cost estimate for all improvements within public right of way on the above named project: 1. Streets do Related Work 8 153,650.00 See breakdown Dale Sand and Gravel bid) Storm Sewer & Related Work 126,236.00 See breakdown Dale Sand and Gravel bid) 3• Sanitary Sewer and Related Work 146,324.00 See breakdown Dale Sand and Gravel bid) 4. Water System and Related Work 77,455.00 See breakdown Dale Sand and Gravel bid) 5• Street Lights and Related Work 12,000.00 Estimate from R.I. Rouse Inc.) 6. Street Light Fower Cost 19382.40 Estimate from P.G.E. Tarr.if E-9) � 502 �'�� 7. Street Li ht Ma tenance for 2 yrs. 120.00 Estimate from P.G.E. P. Power Installation b P.G.E. 5,000.00 See attached letter) Trenching b� Dale Sand & Gravel Page two John Hagman City of Tigard August 29, 1978 y. Phone N.C. (See General Telephone Letter) 10. �= N.C. (See N. W. Natural Gas Letter) 11. Sidewalk 39,039.00 Estimate from Washington County Department of Public Works) 12. Driveway ADnroaches 17,000.00 (Estimate from Washington County Department of Public Works) Total = 578,206.40 R. L. Drinkwater, P.F,.P.L.S. 502. b UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY accE�vEo� ADMINISTRATION BUILDING— 150 N. FIRST AVENUE HILLSBORO, OREGON 57123 C'j� OF T�GPRQ (sol) 648-8621 BOARD OF COMMISSInVFRS Joel Wesselman RAY MILLER,Chairman General Manager BILL BLOOM Room 302 VIRGINIA DAGG MILER M DURIS August 15, 1978 RICHARD C. HEISLER g City of Tigard PO Box 23397 Tigard, Oregon 97223 4..-9 1 ,,,,� `�• / Gentlemen: SUBJECT: SCHECKLA PARK ESTATES Enclosed for your file are two sets of the construction plans on the above-referenced project which have been approved by this Agency and the Department of Environ- mental Quality. 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I �- ; n�ineer 6 Land Survepor + r -♦ }+ I } ' . . . . • . . . . . . y . . . . • I . . p' 8 Southwest Cirrus Drive . ♦ w i hR 1 095 E ' I . - w d' 14♦ t' �C`� ileavertor}, OR 97005 (503) 641-4454 • . • _ .... . . . . . - . .- , +-' • . _ / ..I . • - . _ , . . ♦ • . ♦ - ♦ , . . • . ♦ . .♦ }. . -*-4_t 4 • r . I , • • . , , • . • , . . . . . . I , . , 1 ♦ , ♦ . } . 1 I } • , I ♦ ��I. �� ,v , , 1 ♦ , . , . . . . , , . 1 , . I . . , . I . . . • • • . • I .«} _� _� 1h . y . . I I i } + + . + • , -.1-- «- r t ��E4 .STAMP + - .. _ j .-. : -..._.. . / . ♦ ._ , . t i • . 1 • .. . , • .1 _ : - 1 , . ♦ . . ♦ . ♦ - -+-. ♦ . ♦ .. _ _ +rt • . , , . , 1 I . I • r . I . . I I . . , 1 T ♦ +. . I . . . , 1 a l7 . I I , . . ; �, + • + 1 + �.. ._ ...*,__t- /- - ,. . CLIENT: �ErKLA BARK ESTATES syEE , . N . I ,. , _ . I ♦ ;.._. . :. _ . ... . , _ I, . , , + , - 1 4 . + . • . . . . I . -.._ . . • • I ♦ • . I- I . I . 1 i .___. -___.._.__`__--- *. . . . . -.. . - . : . } . . i . I + - , ♦ I I l O I ; . I , . , , . . . +—. . - / _ ♦ . I 1 I I . • . . . . . . . . . . HEE ' w 1 1 + I :- . - . + . . , - . . _ , - ♦ . 1 _ .+ - . - + - • . . I , . . . .-.♦ • * , 4 . I I I ♦ • I 1 I . r • ♦ I . . - ♦ . . • I . } I I _�� j 1 ! t I j ' I , . , I , I 1 r. I I } ♦ I j . 1 ♦. - ♦ - ♦ `.• � ._ _ A� �1� ��� -- ♦ `-"TT __r..�_._`�.�-- . . . , . . - I _ I . ,. . . . . . - • . I ♦ I . . . . I , I . . 1 ♦ - . I . _. 1 . .. ♦ , . I . . , . , 1 . • . . . . , . , . , . . . . . . . . . . , . ___ -.___-__-....�_ _.-___��..._. _.�-.,._-_.__.... . . } . . I / 4 1 I / 1 1 { ! 1 , � i I y. ..a ...,. ._. - _ 1 r I I I I . -. . .__�_ 1�. .i. _ ' I , . I • , , , , `. I «4 1 • ' N0. DATE BY REVISION APPROVED i I HIGHWAY ►ID"AL AID•HttT ' FOLATE 3-FULL CR096 SECTION-ruL� �Mlt �cAHII :Ck`L.A E�ARI,-:', E:S'TATE'S) ,rte I.it F9 .I....I. -- •�IMrtD IN u t• PROJECT NO. 78—2? -__._.------''.--_. r�rr� • , % . .,,, .. ... • ..r..• "'^", '--e.....•.r, •.wW':,Y... _.. ..-'_..+._- .......�,...-.,.r..__,.. ... „ __"•IIA,---^ •-...• 11 ,'s+r.. _%_ - „ ...., a' I I I I I I I I I l i 1 1 1 I I I l ( r I I I I i I I I r' 1 1 1 1 1 1�1 I I V I I I t�r I I I I I I I I I I I I I 1 1 1 1 1 1 11111 I I I l r l I I III I�1 1{I 1 111 1 • « I - , .� I,, "' IIgl1lllf 11lt 11,'1 I ( ll ( l' 1IIII ( lllIlll 11 II Ill 111 Ilill ( ll ( llll ( l � llillll 11 IIIIlllllll I ltl I I NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 A 10 I I 12 ( _ DRAWING IS LESS CLEAR THAN THIS NOTICE♦-1T IS DUE TO -- jHE QUALITY OF THE ORIGINAL "DRAWING. OE 8Z 8Z LZ 9Z SZ irZ EZ ZZ IZ 02 61 BI LI 91 SI irl CI ZI II 01 6 0 L 9 S b E Z I*IOLA" ,�� fellll1lllUllllltII1111lu1rlu11111111111411lluldill!lillifllfli1l�ifliti11rrrrhiI111111I11111lllllllillll llll11II111I1111II111111IIIIIIIillllllll 1(iiiliiiIIruitrnilnrllutiitlulllnl1111hn1lirU llllllllllllllulllllllllllliwhi iiIiliihiti iluiiljitiliiiiiiWIIIN } U LY 6 ,� 1992 , ...IN Inv.—. mv" ......Mrn. _. .,...�...�.�. .•.�•r_"""�'• .—. •...... '•-_•.�•�-_._._.._w_..__ _ . _ •♦- r Department of Environmental Quality D,}+i 522 -OUTHVVEST 5TH AVE. PORTLAND, OREGON 4 " MAILINi, ADDRESS: P.O. BOX 1760, PORTLAND, OREGON 97201 RECEIVED August lc, 1978 AUG 1 0 1978 CITY OF TIGARD Unified 5ewarage Ag-ncy of Washington Ccunty 150 N. First Avenue Hillsboro, OR 97123 Attention: Misr. Randy Jarigese Re: S - Unified S%werage Agency Gentlemen: We have reviewed plans for proposed construction of sanitary sewer exten- slons to provide service to the following projects located within the ser- vice -irea of the Unified Seg%,arage Agency of Washington County. Proj,.ct En lneer USA Plant Tigard Friend, Church S:nith/14onroe/Grey Durham S, inedkla Park Lstates R. L. Drinkwater Durham Bridle Hills Waker Associates Rock Creek Walotl fleado�is R. A. Wright Ruck Creek `- rrento Ridge No. 5 Wilsey & Hain Durham Thcse projects are approved aubject to the enclosed standard provisions. All sets if plans submitted are being returned bearing our stamp of pro- vislonal approval . Very truly yours, James L. Van Domelen Sewerage Works Engineer Sewcraga Works Construction Section Water Qtaal ity Division LJK:dc Enclosures cc: City of Beaverton City of Tigard Washington County Health Dept. Northwest i;c;I i oil - DEQ 5T-12 NO G REU019707.123 9065.878 OL'-,'r-'LJ V 20556.log 9174 209 5 00 15' 06" E 139 .429 Si-14 0+67.50 20416.681 9174.1321 M S 59. 28' 30"W 188.721 AI OVER AS NOTED '2 ST-13 2+55.42 20320.827 9012.255 �1 N'` 'bVE:RAGCAGENCY scale ,� ��� 60 � ,` ►� � ® [DENOTE CONTROL POINT SET u A. NOT TO 1 E DISTURBED BY CONTRACTOR I 'WASHINGTON COU NOTE. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES FOR FIELD LOCATION BEFORE CONSTRUC -PON COMI E-LACES. ",tate of Orenon UEPARTMENI Of UMMINMENTAI QUALITY, ,,,.�»,,,,. DE S I G N E N G'RTpEggALITY CONTROL �'`<r- r ' , a SURVEYOR R. L. DRINKWATER r X1095+Southwest Cirntc Land us Survey OR 97005 X503) 641.4454 PA SCHEi_:KLAPARK EST/ TES ' SHEET CLIENT ------------------ --- �-� TO TA L SHEL T5 ' ' z,4 I NC) DATE BY ISION PROJECT NO. 78-2:' I ,t 00, 000-0, .Oieloop ._ I LFETTLOF UMna JSEn` UR, DATE JOB NO. j //��,, /'� ATTENTIO TU ` �I RE GENTLEMEN: --------- ___ — r. WE ARE SENDING YOU , Attached I Under separate cover via the following items: 01 ❑ Shop drawings ❑ Prints Plans 1_, Samples U Specifications ❑ Copy of letter CI Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit-__-copies for approval Forour use ❑ Approved as noted Y PP ❑ Submit_,copies for distribution ❑ As requesters ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE_ 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US rs REMARKS._ COPY i, SIGNED:___..__ FORM P4O.3 A+e14A1e from ICU TownNntl,MIIee 01469 If enclosures oro not a noted, kindly notify us of once. ,�" PARIK ESTA recti®n Plans) PINE B RCC _0CAL COOP - ,TE GRID A ICAMP STRe:e:'TL.14h1ts Tt;:� DE. 3NsraLL_eb PER eRT•f ^V*PRoveb R4.E. C.. LA.V, +',A_ I EXISTING GREEKNO "tx_ _ A PS It Is our res ons hiht T'�� T Y P y.�;pvt of thi,rrr,nit operators of the rarv't of Ih,s wurN PI11UH 0 :',iAl li J013. (24 hours if Kossihle,) UTIIITIrS Tr(r r, WATER —7.,,, t1 7;tar Mi,t. I G.'' I GAB -.NnrU,;ve a3 N�lurll Cru CO, .J TELEPI30NE—Cenrre,I to,iEfrh�,r,c;rn, �r �J� !',r:.N.W.Gill isle.Cf7, n ELECTRIC —f'c13lanri Goneral Elcc, JUL 18 1978 . ISSUCfI 3)y[ � CITY OF. TIGARDI -2_n E __---- ►--- P A -- ?-- o+0000 scMF_cM,I_A a �Q TH CT CIRCULATION COPY ALL SPACES MUSS BE ENDORSED PRIOR TO APPROVAL OF THESE PLANS w PUBLIC WORKS DENT. BYDATE_ PLANNING DEPT, RY..,_..._ _�.�. DATE..__ BUII..DING orrT. DATR .�.�.. H COUNTY I4CALTH Dr.PT. BY DATE. r CITY ADMINISTRATOR DY._ `DATE.. -+''��J ''' W f ♦�"�, TIGARD WATER DIST, B __rDATE -.._'.4.�L -24 nENERAL TELEPHONE BY. w♦L ._ DATr_t_i___ 11_ U S A k bta. VY &ATE.__.-..__.�._. p, N.W.NATURAL OA! BY DATC_F P. o.IL -DATV 7 I T. R. L Cl. r1' DATE. ��— r St ATE Nw•( t�e!'T T4 Y' _ t''�1Tti,__.. _ CITY OF TIGARD, ONF.GON SUBDIVISION DEVEI.OPMF.NT PRQ71aCT (P.W.) Procedure Check List I. FILE INITIATED........................................... (1) Supplew.ntary sheets attached................... fd iI. SUBMISSION OF PRELIMINARY PLAT: (1) Pending Planning Commission action... .......... ❑ (2) Approved tentatively by Commission............. ❑ IIT. SUBMISSION OF PRELIMINARY CONSTRUCTION PLANSt (1) Plan Check commencedr.......................... p ;��..�' (a) Revisions required...... I..... ........0 ❑ (b) Stamped, approved for construction..... ❑ (2) Utility Co. plans received..... ... ........I.... p (3) Improvement cost estimate received. ............ ❑ IV, EXECUTION OF PROJECT D0CU?1rNTSs (1) Contract documents drawnr (a) Compliance Agreement signed............ ❑ (b) Performance Bond signed................ ❑ (2) Permits & Licenses acquired.......... .......... ❑ (3) Easements obtained & recorded.................. ❑ (4) Deposits made.................................. ❑ V. suBMISSION OF FINAL PI.ATs (1) Review for conformance commencedr.............. ❑ L L_ (a) Ra O cions required.,... I ......o'...... ❑ (b) Approved A, signed by Comm. Chhirmin.... ❑ (c) Rctyubmttted to Conunir.sion.... .......... ❑ rRun.No. Approved,... l (2) Fpproved and recorded by County Surveyor....... ❑ Il�..--P__.. (3) Address's assigned................... .......... ❑ VI. COMMENCEMENT OF CONSTRUCTION............................. ❑ Moto In,,pection sheets and construction/ Inspection chi:r_k list (attached) for progress. VII. FINAL 114sPECTION OF CONSTRUCTION......-. —... ....... .... U (1) Pending correction of doficiencies............. [7 (2) Not acceptable, construction deficient.... ..... ❑ (3) All construction items acceptable.............. ❑ VIII. EXEcvri N OF FINAL PROJECT VOCUMENTSs (1) M+intenance Bond signed........................ ❑ .__�..._� (2) As-built drawing received.... ri (3) Final report to Council in:.ued..... .. ......... ❑ IX. CITY COUNCIL ACCEPTANCE OF PROTECT IMPROVEMENTS.......... O MAINTENANCE BOND EXPIRrSz _,. /...L.._._ "TE TO � , �1 1 HE •, ��,.. .. .� t•.'�`�___AL1. y GENTLEMEN: Rniler � LS � � EwaWE ARE SENDING YOU ��[�`Attached separate cover _ the following items: Shop drawings C_l Prints JUL 'lag, 1978 1 Samples I i Specifications Copy of letter ❑ Change order CITY. OF, TIGARD_ COPIES DATE NO. DESCRIPTION aa THESE ARE TRANSMITTED as checked below: xFor approval ❑ Apprnved as submitted 0 Resubmit-----copies for approval CI For your use O Approved as noted ❑ Submit __...._copies for distribution CI As requested CI Returned for corrections ❑ Return_--_corrected prints ❑ For review and comment Ll ❑ FOR BIDS DUE ___ _ _ 19 PRIN IS RETURNED AFTER LOAN TO US REMARKS____ - - COPY TO )I - -- SIGNED: MW IW3 AWN"Item[AM-)71+wnuM,Man 014011 It encloeurea ars not as noted, kindly notify us at ones. E c E � w E D JUL 18 1978 DRAINAGE STUDY CITY OF TIGARD for the plat of "SC M ECKL rA► PARK ESTATE S ° R.L. DRINK WATER Conoultlug Civil Engineer PR %^Id Surveyor 1 Al' i CW CI►rya cw1va Euu h`' BMvet tew Of axon 97DW TIGARD , OREGON Washington County , Or . July , 1918 Project 7a - 27 R. L. DRINKWATER CONSULTING CIVIL ENGINF'ol&'.ANO SURVEYOR 9095 S W CIRRUS DRIVE o:AVE'cTON.OREGON 97005 15031 Al."54 July 14, 197e Mr. ',•,'m. A. Godwin 7755 IS. lv+. 87th St. Portland, Oregon 97223 Dear Mr. Godwin: Transmitted, herein, is my report on the drainage for the plat of "Scheckla Park estates", located in Washington County, Oregon. 7:,is report can be transferred to the appropriate governmental agencies for their review. I have transmitted one copy to the City of Tigard for review. R•)spectf � submitted, {. .Df L inkwater, PE,P.L.S. RLD:dm JOB- - c� K. URINI ER f Professional Engineer & Land Surveyor SHEET Ho _-.-- _ -.-�--_ of: -- 8?_85 SW Nimbus Ave Suite 107 CALCuLAreour ____r_ DATE-_ BEAVERTON, OREGON 97005 (503) 641-4444 CHECKED BY _._ _ ,-__ DATE SCALE--... CN--5i716.._.._ �Z �/ e1__--------- A R,c-A 19a- ,4c C�= o. ZQ o C. C,aev6S G � -:5,2�63 -34 CSS 4 , 41 loo-m s } l 3 . i /mil 119, M /7-, 03C ._ Y JNM 104 AMID"ffa,r �:W.T0.14"M...0100 Joe k. t_ DRINi ER Professional Engineer & land Surveyor A"EEI No-- - OF---- 8285 F------8285 S W Nimbu% Ave Suite 10 cAMuu►rED BY BEAVRTON. OREGON 97005 E. --- (503) 641-4444 CHECKED BY - ---_---- __ - DATE---- SCALE -----------"- I ` 1 � �../ Q I��'✓�� ,rte -- �� Af�l� i f---- -7,� C7 �� 't�,6�iV►kFM E�c.� T�" 7 7I F�'3 MIS �. IM i r-/ d n1 ' 1,. E L16 rN ,Mom 2114 ��NNI►Fu1F r- 'FtaA��w. IO�MM�1 0 —to 4 H. URIN! ER Joe4... Professional Engineer & Land Surveyor SHEET No __ _ ._ __ __ OF 8285 S W Nimbus Ave. Suite 107 BEAVE RTO N, OREGON 97005 CALCULATED By _ .__._- ._ DATE_ (503) 641.4444 CHECKED By __ __ ......._.___________ DATE_. SCALE C i--\l_C V I°4ti t�S• J/ 4,67k> 0,9S Aci 5*-;32�z(,3) f Q �AC ••� _ - � — 7jZ , zF7�S�C2 Ain Ac) = O, T=rZ 4 7, S/ L k. 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A . ..■r�� ter■ rsi/ .•■. .�i�ii ►'.• rr■ � 1 i; Plus, 0 Pli FIF, io ��j/� �• IN �f++ all �ir ■" Yi• r■ _fir■ .rl �` � Wit Al ir- r.:.+wrliiiw iCrir .l 'i arrlatirr ' �rrw�l'iffrwro`■■wrr 'r�■rrte- N ■Mp"Milpr 11 N I flu i ,� a ,0 ■�; � Tw60 " L" Sir : G■ �• 4 log!_• .1:40 r/ '��'� _rr� �w.■.r� w~!» ' ��a:��, • ■ i • Ips/•' o' w � ■■ ■■...- wwriGtrii��.wr■ `[i i� *■ �» QI•ijx` iIw rnr r rrri� ; • ,lid _ri/✓� ! + .rri7 �•qi irr - Y=om_ '"}� i ■ .r as Hit ■ ■• • 1 .. rs iiix� rma r r� a■wn+w• rwrr■ r'. �.�+�rkw■ rr �Y=r :w• r qw ■w■Y rrl rr■Ilrr■Mwwwr i 1�lrrwr■i -` i'��Sf.t ..mow■■N�•ii�iiraiTi�iw:•r/wr M�i1�SSS:i rSwi��i:iwri�■Ai:+iyii■•wwriilw4Se� w V., ��h 11 ! • 11 77.at. 1 1 .y / i 1 V METERED ''HEADWALL- DETAIL (36 DIA. PI PE ) 4 wf 11 YN •M 1 W II ' I W `\ - CJI � HORL BARSTO VT SEE NOTE �LFLVATION DIA. ORIFICE GROUT OPENING FOR SMOOTH FLOW THRU REINF. AS SHOWN SLI QN CY CONC. A B C D E F G HEADWALL I I NOTE: *4-BAR 12"O.C. L.W 3.,2410 3'-1" 5'-3' 4'-2' 3'-B1" i 41 P_..... •4 R. L, ®RINKWATER En near& land I.Rurveyor 8095 Smthwest Cirrus brive Berton, OR 97005 (504) A14454 c'I(II)y r'"Op r-ARK ESTATE,(311 I_.. D1--%'l N K W A T E R I--, E P. L. S I'GN GRITERJA 25 YR. STORM FROM '" P-IfUNSITY CUP*,VES. "1 6 3- 0B 8 2. 77 10 2-56 14 2 1E3 1 . 9 22 1- 68 N 45 35 1. 2E 45 1. of3 c),- . 90 70 U. u,.'. go . 71 t 60 180 . 60 ***[)U!:S'tGN UTILIZ.TNG CONCRET-E Pll'E DIAMETER' 10 TNCH17S 0- 013 10 4. 0 2. 6 2. 0 0- 006 100 W SATTI. 17R R'nAD A RE A " :1. 6'.'- 46 0. 45 280 204. 6 2600 0 309. 62 '2044. 6 199- 6 199. 66 194. 56 27 ti 2 4,i1-It) 199 1300 0 2 3 .1 y') 193. 1. 1.94. :36 1.06 27 W A r'y*I. E R RD. M it .5 45 -" 05 193 Goo 0 192- 91 192. 91 t 187- 59 19)'. 22 -24 'f;,e 194. 1 '186. 22 36 LAST t 194. 1 194. 1 1813. ori 10 iii 1 18e. 49 185. 6B 183. 27 316 W 09TH r1l. I ' m U 1v 194- S 193o37 10 19f) 1,93. 17 191. 58 12 I INC f3l . 2 B I 204. 05201. 06 200. 05 i !.i' r I /_' OF AREA It 12 197.0 8 5 12 (,. 4E; 14 "01 - BS .197. 17 J.97. 66 19-1. 38 12 !'J CLIND I " OF Ar-;EA Ni::' , 41) 1 19 ". 17 193. 12 191. 13 199. 42 15 I89. 22 IRS. 02 15 N 1,7 w AREA ti IS STO 2. 07 0. 4 212 PIP 217. 00 1.95. /i7 4 9 19 1 S 0 10 27 12 R,E C, t RCC 2 Rl:..M ARIA H 6 ST 0 2. 46 0. 45 2 FS P,E M AREA STT 1. ,"39 1). 4" `20 r'I P 133 108. 49 1K. 5 1(-33. 07 36 R 1':.*M A R L f-) " CI STO 0. 59 0. 4.5 1.4 P 1':'M AREA " 9 STO 0. 79 0. 45 14 F-'I P 50 .1.87. 5 IB2. 07 181. 77 36 DIT 260 1.79 170. 5 0. 011 2 30 21 REM AREA " 16 STO 4. 10 0. 45 28 REM AREA " 16 STO 4. 41 0. 45 28 I'l P 50 187 107 0 0 0 DIT 1F.30 170 169. 3 0. 04 2 30 H 0 L. I N[':W S("I H E C K L A I.')P. REAM AREA ti 14 STO 2. 98 0. 45 t6 PIP I8(3. 7".) 201 196 -. 2 0 0 PTP 139. 429 196 190 -- . 2 0 0 HOL 21 NEW PARK AUA REM AREA " t3 STO 0. 25 0. 4" 230 200 1000 0 DIT' 380 200 197 0. 04 2 15 2 P E C 2 PEM AREA il t7 STO 6. 5 0. 45 215 187 900 0 P I F' 30 1.95 IYS -. 2 0 0 DIT 420 106. 21S 169. 3 0. 4 -2 25 2 REM AREA " tO • 5T 0 2. 02 0. 45 21) RF::M AREA " 19 STO 2. 47 0. 15 215 R'FC"' t 1)T 7 300 169 166 0. 4 2 35 '' RF"*M ***(.,'0PGr)TTED METAL. F'IF'E FIDA 0. 0..14 10 3 1 2 0. 000 100 R r-,'M ASSUhEC GR"ADE OF* 2 r'I P 100 182 192 165. 97 0. 020 --24 END DRAINACA:'* STUDY F(J14: "SXVIECKlA PARK ESTATES" PAGE I SATTLER R'QAD LINK --- I SANTIARY-- I N F 1-L M r",E.A CCHJTV A RL A s(i m m A.x 17:1-Ow FLAW ACRI:..S POPUL ACRES c*rl I'l M!:: Cl*F cl s ADDED TO THIS LTNK 0. 0 63. 4 21(:I. b 41 . 0 0.. ()() 0.00 SUMMARY 0. 0 0 63. 4 20. 5 a1. (:1 01. 00 0. 00 C,I V 1"N "33ANTTARY FLOW 0. 00 C PO U N 1) UF' FLOW 3-2. 37 c F,(3 U N D 1)0 W N 199. 150 TOTAL. FLOW 32. 37 MINIMUM DROP 0. 00 L E N G TI-1 309. 6 1)L li I(:",N -- DTAM IN TNCJ11'7S- 27. 00 COVER' UP 2. S0 INVERT UF' .199. 66 COVER, DOWN 15 TOPE RT DOWN 194. L6 AVE F- DEF."TH 4., 94 SLOPE. F*T/Fr 0. 01647100 ACTUAL D R 0 r' 0. 00 I)NALYSIS .. r'L(')W IF FULL 39. 0 S si..oPE IF rui-i- ADI)ITIONAL CAF-'::!! 7. A() FULL LOWER IN I.Y6. 115, Vl:--I.,.O(,TI'Y FULL 10. 02 TIME IN LINK 0. S2 A CTL)A L VL-`.:L 9. 81 LINK COST 0. 00 ":A.Mt ARY LATERAL L.l::'NG*rvi- 309. 62 LATERAL cos'r 00 ,::YSTEM LENCTH 309. 62 S Y ST Fr M C0 ST 0. 00 i Dl- t1INACE:: STU!)Y 1--OR °SCLiEXHL.A r:'Akl.( ESTATES" r'AG!' S:iATTLER' ROAD LINK - 2 i .....,...,....,5;'10r,M.......... . .......- .1NFIL. Wr.ElC; AriEA I:'1:lUIV APCA S:il1M MA.X f'I..GW I"'I...nW ACRES 1",0 FilUL ACRES C.,*A TIMI: C1!7q r S3 UI•''S3 T REAM HAW 0. 0 0 63. 4 T:l. ri 42. 3 0. 00 0. 00 0DDE1) T'n TI•IIG) I.. INR 0. 0 0 6. 0 ;i. 0 3h. 4 0. 00 0. 00 CUMMAI';:Y 0. 0 0 70. 3 31.. 6 C... 3 0. 00 0. 00 IYCN .. SAN:ITAI';Y FI...OW 0. 00 U."OUND UI - 199. S30 !-T,U R M r'L_0W 35. 60 GROUND DOWN - 193. 1.0 TOTAL 17L,0W - .3. 60 MINIMUM I;,I;C110. 00 L E:NGTH .3:?3. ()0 I)LS:iIGN _.. DIAM IN INCHES= 27. 00 C0VE rt UN 2.70 1:NVEr.;'r Ur' t94. CO'Jf:R DC)WN 3. 69 :INVERT DOWN n IB6. 97 OVERAGE r)r:rT'I-I 5.63 S:iL(:1F'E: r"T/l-T - 0. 02;117925 ACTUAL.. Drr*:Or - 0. 20 ANALYSIS 1•'I-.OW Ir" SL.0r'C Ir FULL 0. 01. ADDITIONAL CAF'-* I I. 3' MULL. L.OWE::R :IN -• 190. '1.1 VELOCITY r"1. LL It. (it TIME :IN L.INI% - 0. 41+7 ACTUAL VI:::I_ •.•• t 1.. ;ill LINE( COST Im 0. 00 ;;UMMARY L.ATE.RA1 L LNCTH- 632. 6: LOTERAL COSI - 0. 00 SYSTEM L.LNG11-1 632. 62Y5'T'L'M C O!")f 0. 00 xos:>In G DSI AINAGE. STUDY FOR' "SC14LCKLA ESTATES" SDU*1'1-,l ATTLER RD. 1_TNK - I --SAN . ...... ... ..S TO R M INF- IL. A N'E:A 10 li r. A R L A 11:1 li M M A x FLOW ACP 5 4-1 0 P 1.)L A C R E!3) C*o T.1 MI": c F IS ADDLA) TO THIS LINV% 0. 0 0 6. 21 2. 1:1 28. 9 U. 00 SUMMARY 0. 0 U 6. 2 2. 8 "It.). Y 0. 00 GIVEN SANITARY rL.OW 0. 00 G R 0 U N D UP 192. 91 STORM rt.ow 3. 99 G F,:O U N 0 DOWN t921. 91 TOTAL. FLOW rn 3. 99 MINIMUM ol-_�1(117, 0. 01) L ENGTH ;31 . .12 ID OE SIGN - DIAM IN INCHVS- 24. 00 COVER UP, 3. 15 INVERT UP 1.07. 59 COVER DOWN n 3. 52 INVERT DOWN 187. 2'.'. AVEF','AGE DEPTH 5. 50 0. 011.GS1097 ACTUAL DROP 0.00 ANALYSIS FLOW If'. FULL 24. 70 SLOPE 117 FUl L 14"ti""ti4i. Off ADDITIONAL CAP= 20. 70 FULL LOWER IN "0"0000. Itil VELOCITY FULL 7. 116 TIME IN LINK( - 0. 10 A C T 1.)A L V LL 4. 139 LINK COST !mAffolifflifi. tilt M M A N Y I ATE RAL. LENGTH= 31. 20 LATERAL COST SYSTEM LENGTH 663.82 SYSTEM COSI O. OU F�WMMM UPAINAGE STUDY FOR "SCHECKLA PARK ESTATES'' PACE SOUTH SATTLER RD,. LINK - 2 .-SANITARY--- --- ----STORM-------- INFIL m I Cl AREA EOUIV AREA 13 1 j M MAX F,LOW I-F.tl t j ACRES PorUL ACRES c*p, TIME CF 13 C F T, UPSTREAM FLOW 0. 0 0 6. 2 201 29. 0 0. 00 0. 00 "OTTLER ROAD 0. 0 0 70. 3 31- 6 42. 8 0. 00 0. oo SUMMARY 0. 0 0 76. 5 34. 4 42. 8 0.00 0. 00 hTVEN SANITARY rLOW 0. 00 GROUND UP 192. 91 13 T()Rl M 1:7,L 0 W 38. 47 GROUND DOWN 194. 10 TOTAL FLOW 30. 47 MIINIMUM DPOF' pUO LENGTH DESIGN DIAM IN INCHES- 36.00 COVER UP in 3. 44 TNVERT UP 186. 22 COVER DOWN mc 4. 97 TNVERT DOWN 105. 88 AVERACE DEPTH tr 7. 45 G 1 0 P E FT,,FT 0. 006073S9 ACTUAL DROP 0. 75 ANALYSIS --- FLOW IF FULL ar S2. 12 fel_OPE IF 1"!.'i_ t. 0. 00 ADDITIONAL CAPan 13. 64 rULL LOWEA IN 186. 03 VELOCITY FULL 7. 37 TIME IN LiNf! 0. 13 ACTUAL VEL 7. 02 LINK COST 0. 00 SUMMARY LATERAL IENGTH= 07. 19 LATERAL COST 0 KH) SYSTEM LENGTH 7t9. BO SYSTEM Con 0. 00 IE DFAINAGE F(lf,': A I-',,,1FJ-,, F-GlATE!,31, P A SAIll E-P f.:A30- CIANLT-orn T N F-I.L M I A 17:c A E U U 1 V A P,I:K A }UM M A x FAL 0W L.I)w I A C R L 0 I:`U L ACRE!:') (11*A l.ME F"173 (11 I:,S r)Dl')I--,:D 10 TIA1 :1 N V 0. 0 0 .2. 4 1.0 22. 0 0. 00 W) S(.IMM(11::,y 0. 0 0 4 L. 0 !:). 0 0. 00 00 :1 VEN N 11A F,Y F L.0 W G I U N D 1.)V` 1911. 1.0 ,JTORM UND DOWN 194. l,,) FlW 1. 60 G F,l 0 101AL. F-LOW 1. 68 M I N"I M U M D F'.'O F' 0. 00 L U N(*.,144 '.)31.. 1.7 L.",I(*..,N DILAM IN 119C;ALGl 10. 00 COVER, ul: .3. 09 UP 1.94. 1.0 COVER DOWN :V r IS. 14 1.a U. ()5, AVE-RAGE- ()UPTIA 5,. U:? INVERT DOWN m; ,S I-.0F F.-*F/F'T 0. 02617121 (WTUAL DROP 0. 00 i)NALYS 1S i::,i-(jw ir". FULl ;3. Si S SLOPE TF FLJlA- 0. 00 ODDIIJONAL cm- .1- (36 F(.Jl-!- LOWEV� IN 12. 74 1111ELACUY FULL 6. 61 'r.Tmr-.-. IN 1-1191' 0. 70 A C 1'1.)A L VF:L 5. 413 LINI-( COST 0. 00 !iUMMOR'Y L All F�AL. L E N G I'l-1 1. 1.? LoTERAL COST* 0. 00 01 y 3'r r m I 1:..'N c,;r I I ,0. 97 SYS'TEM cm,'r 0. 00 LWAINAGE 1.3-TUDY FOR "13C.'10"J(LA P.,)P[e ESTATES" PAGE 6 SoTTLER E.W.:)"r 1. 1 N K 2 S A N TT A 1:;,Y- ;TORN1.N 17 1,L M 1,f�C", A F:C A E()UT V AREA slim MAX FLOW r i ow c R,F:S P 0 P U L A C R L,S C*A TTMV C',I C CF 1:1) 1::'I.(')W 0. 0 U 2. e4 1. 0 25. 7 0„ OU 0. 0(111 sA'ryi-r%F, F,,, (11. 0 0 :'6. !:') 34. A 4.;'. 9 0. 00 0. ()fl) SUMMARY 01. 0 0 70.9 35, S 42. 9 0. W) 0. 00 5ANTTAR'Y Fl...OW GROUND LW 19 1. 5 T C)r--.M FL C)W 39. 60 C U N D DOWN 1130. 49 TOTAL F1 OW 39. 60 MIF f m U M 0 F,(]1::. 0. CIO L E N GTI-1 400. 90 DfoM IN 1WJILS-n 36. 00 COVFT UP r IN"Z UI-' itri. 68 C,(:)VER 1)C)W N 1. 97 ' TNI��:Rl' DOWN 1.03. 27 ()VLI--<f)r,,L DEPTH 6. 02 L 0 P'L r"T/FT 0. 00601147 ACTUAL.. P R()P 0. 20 AN "I.YSIS -.. FLOW TF FIJI...L 51.85 131 OPE TV* FULL 0. 00 ADDYTTONAL CAP= .1.2. 2S FULL LOWER IN 184. 27 VELOCITY rULL 7. 33 IN LINK 0. 94 ACTUAL_ V F'L 7. 05 L.I N I's (.,'0!!)T 0.. 0 0 SUMMARY I ATERAL L.Emc,ri-4, ; 63.2. 07 COST 0. 00 SYSTEM LENGTH 1:351. (31 s)Yrj,rEm COST 0. 00 DPAINAG[*-' ',:, rtJOY FOI-',',' "SCHECA.(LA PA.F�Jl% ESTATE!11 PAGE 7 G 9TI I Pl- LINK - I -SAN STORM--- N M L 2 CI AREA E(.'ItJIV A k I]:A SUM MAX F L C)w 1:,I.(')W f)C'RE S PO PU L ACRES COA I I ME:, C 11 F 1:1) CFS ADDED) 'TO TI-I [S' LTNI1 0. 0 0 3.2 1. 4 22. 0 0. 00 0. 00 GUMMAky 0. 0 0 3.2 1. 4 22. 0 0. 00 0. 00 SANT TAF,.Y FLOW 0. 00 GROUND Ul' 19 8. ()0 6 T 0 R M Fl.()W 2. 41 C 17-:0 U N D 1)C)W N 200. 80 T 0 TA 1. FL 0W 2. 41 MINIMUM 1)F:O P 0. 00 L E N GTH ffi 188.00 D 1: G I C N DTAM IN l.NC"W:.*Gm! 12. 00 c 0 Y L F: UF' 41. I N V FR T UF' 19"f. !:),0 CC)VLR DOWN 6. 14 1 N v E*RT DOWN 193. 37 AVERAGE DEPTH S. /16 S L 0 PL FT/FT 0. 00601063 ACTUAL.. D F'O r� 0. 00 ANALYSIS Fl.0 W 11" 1-U L.L 2. '? SL..OF:,E IF FULL F)Dl')IT'T('.)Nr)t.. CAP- 0. 3s FUl...l I-OWER IN tl?3. 63 VELOCTTY FULL 3. S2 TI*Ml!:. IN LINK 0. Of.) ACTUAL VF".L 3. S2 LINT( COST Q. 00 SUMMARY - LATERAL I E N G'r H=. 1,£J8. 0 0 LAT[:RAL COST 0,' SYrTCM LFNrTtl 1519.07 SYSTEM cosT O. 0(1 DRAINAGE SfUl.)Y Ft")F", 11,S)CHECKLA PARI; I",A K 8 139TH fli.. 1-INK, 2 S 0 N.l:To R Y...... lNrri- Ml SSC: A ir:E A Entj 11) AREO SUM tl A 7" V*L C)W 7-L CW AC Rfr ri p 0 r U 1'. C F.:E C*A T T M L.- CFS CFS U r:'S I'R 1:AM FL 0 W 0. 0 3. 2 1. 4 22. ,,j 0. 00 0. 00 SUMMARY 0. 0 0 3. 1- 4 22. G 0. 00 C (71 T VE.CI S A N I T 0 F',Y 17 1..0 W r.2 0. 00 l.'J;'Ot.JNI) or 20G. 0 'E T 0 R M FL 0 W x .'.. ;36 MUK)NID DOWN 1`x'£3. 00 'r o,r t)i r,i.-c)w 2. 36 MIN'TMUM LENGTH 264. !:')n DI-STCN DIAM IN INCHES" 12. 00 COYER UP T N V F RT L)F, 1.93. 17 0C)IJER DOWN S. 33 .I N V E FJ 1)C)W N 191 . 503 A 1)E R A C L D E FJ H n 7. 02 SLOPL FT/rl* 0. 0060 1.oBa ACTUAL DROP 0. 20 ANALYSIS r .'.)W IF FUI L 76 SL Or I1= FUl L 0. 00 ADDITIONAL CAP= 0. 40 FULA. LOW[J-'. TN t Y2. 0 0 VE*LOCIIYY FULI ;3. 52 TIME. IN LTNI; I. 12 ri ACTUAL YE.L I-INK 0. 00 c UMMARY L ATE RAI... I ENG T*H- S2. F).! I..A*rk--RAL CAY31 0. 00 SY13)TEM LENt",ni 11:104. 39 33YSIEM C013T 0. 00 k ka M DRAINAGE STUDY 1:-"OR PA G 1:-!^ `,T 0 I-,M I N Fl:L ml G o 1:.,,E A 1"l1UTV A 1:-*.'L A GUM PIAX FLOW I-L 0 tj A CI R F s PU L. ACREll (:,,*A r,r m E:: CFO C,P,S ADDED 1*0 THIS LINK 0. 0 0 4. 5 2. 0 21. 0 0. 00 0.100 S U M M A F,',Y 0. 0 0 4. 5 2. 0 22. 0 0. 00 0. 00 f,�'IYEN C1) , A N IT A 171,Y low 0. 00 GROUND UP -04. 05 STORM FL 0 Wl 3. 40 CROUND DOWN r 2()1. a5 '10'1 AI H.-0 W 3. 40 MINIMUM DROP' 0. 00 LENGTH 1.19. 8 1 1.)FS T Gs N -- PTAM IN TNCHES-!- 12.00 C 0 V L R Ur' 2. 91, UP 200. 04 COVER DOWN 2. 91. TNvmT DOWN 197. 05 6Vl:!,RA('.,E DEPTH 4. 00 s i.-(.,)p E rr/F T 0. 01036240 AL,I'UAL DROV' 0. 00 ANALYSIS -- FLOW IF FI.Jl..L 4.84 SLOPE V FULL 0. 00 ODD11TONAL CAr7r 1 . 43 F U L I... L.6WER IN 19B. 96 1.1 E L.c)c u Y FULL 6. 16 T:EME TN LINK 0. 34 ACTUAL Vl,.'L S. 79 LINK COST 0» 00 ;Ajm.mf)Ry -,. I ATE R A L LENGTH= 1. 19. 131 LATEPAL cos r 0. 00 GYSTLM LENGTH 1924. 20 SYSTEM cosT 0. 00 DRATNACIIE I..')I'tjl'.)y F;,(]Fi "S'CHECKLA, PO4( E.cs'rATrs)- PACE RE.H-ING 13T. L I N K tNFIL mf Cl AREA E7 Q U T v AREA sum MAX F'LOW F 1'..(3 w ACRES F'OrUL ACRES C*A TIML (:,FS CFO urs Y*f;,,i,-,:,Am rt.ow 0. 0 4. 5 0 22. 3 o.()O, ADDER) TO Tl--II':,) LINT' 0. 0 1. 3 0. 5 1.4. 0 0. ()() 0. SUMMARY 0. 0 0 5. O .6 22. 3 01. 00 0. 00 (.1'ryEN .- 'SANITARY r- 1 OW 0. 00 Gj1-l'01JND (JF' 201.85 1:3 T 0 R M V'l..0 W 4. 34 GROUND DOWN 197. 17 '1*0*1 Al F*L 0 W 4. 34 MIN.-I'MUM DROP 0. 00 L E N GTH 221,1. 1 G N DTAM IN INCIIES1:! 12. 00 COVER UF 3. 11 'r.NVEl7,,,r UF, 197 C. 6s OVER DOWN 4. 70 TNVEPT DOWN 1.91. 313 AVERACE DEPTH 4.99 F-A.-OPK. F-T/FT 0. 02017797 ACTUAL DROP 0. 20 0 N o L Y 4,3'1 G r"L(')W IF r-*[Jl...L 5. 99 G)I OPE IF F'Ul L 0. 01 ADDITIONAL CAl'-:- 1. 64 FULL LOWER IN 194. 3~.; VELOCITY FULL 7. 63 TIME IN LINE 0. &1 ACTUAL V F:L 7. 1!4 LINK COST 0. 00 SUMMARY I ATERAL LENCIH-T 342. 34 1_A r E R A L. c a sT 0. SYSTEM I F.:INCTH 2146. 73 SYSTEM casT 0. 00 DI-MINAGE STUDY FOR CI I E P L:.STATES" A G L" 1.1 AR' L 0 U I'Y A 1":E A SUM MAX I--*L w F L 0(",k I, S C)P U L A Cl R E (;*A TTML crl:,) c f,13 ( 1. 5. 0 2. 6 22.8 0.00 0. 00 U P ST P E A M 1:1.0 W 89fl-i rL 0. 0 0 '. 2 1. 4 4. 1. 0. 00 0. 00 ADDED TO '1111f-3) LINI-e 0. 0 U 1 . 3 0. 6 14. 0 0. 00 (). ()() SUMMARY 0. 0 0 10. '13 4. 6 214. 3. 0.00 0. 00 GIVEN Sf)NITAF'.,,y ri-ow 0. 00 CROUND UP 19 . 17 STORM FLOW r 7. 43 GROUND DOWN 15'3. 1 � TOTAL.. FLOW 7. 43 MINIMUM DROI.*:. 0. LENCTH 1.S.E,. 34 11EGIGN --- DIAM IN INCHESev Moo COVE'R UP 4. INVERT UP 1.91. 13 COVER DOWN 2. 0 74#"WA- INVERT DOWNtwcRAGEi, (37 .1.89. 42 SLOPE FT/FT 0. 01100ail ACTUAL Dr,-*,'(3r ANALYSIS --- FLOW IF FUl L 11. 05 SL.(N:,E IF 1:1JL.1- 0. 00 ADDITIONAL CAP= 3. 61. 1'7 1.1 Ll L.n W V..R IN 190. 3.1ii VELOCITY rl.M.. - 6. 25 IN LIWI� 0. 44 ACTUAL.. VEL Im 5.So L'INK COST 0. 00 9)UMMARY L A T E R'f)L I ENCTHnr 497. 68 L AT 17 R A L (",0 S T 0. 00 SYGTl*:.'M LENGTH 21302.0 7 sysTEm COST m O. 00 DRAINAGE FTODY F'OR "S)CHECKI-A PAIF'l' ESTImE PACE 1.2 I. T N K -- 4 !JANITAkY.... .. ... ................... G T'0 R M... . ... ... T N F T L. M 1.0,G A 1:;'E A E Q Ul V ARCA I)U M MAX FLOW Fi.-oW A(".R ES) r C)PU L A C R ES) C:*A TIME C F'S 1.,r-(-I. ups,trm,.Am FLOW 0.0 0 1(). 13 4. 6 24. 6 0.00 0. 00 SIJMM()I*?1' 0. 0 10. 3 4. 6 24. 5 0. 00 Q., 1") G 11.1 E N SANITARY FL()W " 0. 00 (;FOUND UP 19;3. 1 sT 0 R M Fl-0 W m 7. 35 0 R'OUND DOWN I f.,ffl. 00 raiw.. rL(:Iw 7. SS MINIMUM 0. 00 LENGTH 22'2. 99 1)l 1i 1 G,N -- DTAM IN INCHLS= 15.00 COVER, Ul!" 2. 5,44 'INVERT UP 189. 22 COVER DOWN 1. 6' 'rNVERT DOWN 185. 02 AVERAGE DEPTH 3. /11, SLOPE' rT/F,r 0. 01803467 ACTUAL DROP 0. 20 ANALYSIS - F[.OIJ IF 1:71M..L 0. Ga SLOPE IF FULL 0. 01 ADDITIONAL CAP" 1. S3 FULL LOWER IN IB6. 34 YE-LOCITY FULL 7. 24 TIME- IN LINE( 0. 52 ACTUAL VEL 7. 12 l-'I N K CO ST 0. 00 h,TEI*%`AL LENGTH- 720. 67 1-A T E R A L C 0 1-3)T 0. 00 SYSTI:1*1 LENcTii 2526.06 GYSTEM C(Y"')T 0.00 l+'nINAGE SI*IJI*.)Y FC"k PARA-,. ESTATES11 P A C I:- (,.,.r 040 DPAW I N V I S A N VTA R'Y ....... .. -- - , S,'T(3 Vi M . .... .. L M.I S C. AREA LQUIV A R 1:.,A E U M MAX 1-1-Ow ri-ow ACRES P UP UL A(,I R E$3) c*t) Ti:mL (:(';:11 C.V,s ODDED 'TO THIS I-Tffl-', 0. 0 0 2. 1. 2 22. 0 0. 00 0. 0 0 1. 2 22. 0 0. 00 SANI , ARY Ft..OW 0. 00 GR11,>!a. 47OOND UP STORM FLOW 2. 1L GROUND DOWN 180. 49 'TOTAL FL 0 W 12. 1.6 MINIMUM DROP 0. 00 I ENG TH 2 1 0 DIAM IN INCHE5-m 12. 00 COVER UP 8 a INVERT UP 1.91. 60 COVER DOWN 3. t3 INVERT DOWN 184. 27 AVERACr- DV'.'P,rij = 4.09 SLOPE FT/FT 0. 03331-797 ACTUA!. DROP 0. 00 oNALYSTS .-- Fj_OW IF' FUl L 6. 5'2 SLOFFT- IF FULL. 0.00 ADDITIONAL CAF'~ 4. 35 FUL.L. LOWER IN 190. 69 kirl-OCITY FULL 8. 30 rim., IN LIN ' 0. 5"', ACTUAL. V E L 6. 37 LINK COST 0. ()o SUMMARY -- 1.A'TERAL LENGTHff" 217. 00 LATERAL COST 0. 00 ,3YSYSTEM COST(9*Tf--M -ENG%TH 2 7 421. 0 6 0. 00 DF-'.'AlNAGE STUDY FOR '",,CHECJ;LA PA-R!, ESTATE!:) PA(3)E 1.4 07TH. L"Y* AND DRAW Ltrfl-1, 2 ...........('AN I TY .1 NF I I M 1:st: . A 1';:E A LQU I V ARl'.:A ': 1.1M MAX Fl-Ow r i-c1w A c R V.,i r D I',I i L A C RE1.3 C*(1) TT MC:: (;F S c r."Ir U PS TR L A M FLOW 0. 0 2. B 1. 2 22. 5 (). 00 0. 00 SATTLER EAST 0. 0 0 76. 9 35. 5 43. 9 0. 00 0. 0 11) F,*.'ETLINC ST. 01, 11) 0 10. 3 4. 6 25. 1 0.00 0.00 ADDED TO THIS LINI, 0. 0 0 3. 8 1. 7 25. 0 0. 00 0. 00 S U M M A r-*,Y 0. 0 0 9(). D 43. 2 43. 9 0. 00 0. 00 GIVEN (S)ANITAr<y ri..ow 0. 00 GROUND UP 138. 49 STORM F"LOW A7. 47 Cl-%'OUND DOWN n 1(-37. 50 TOTAL FLOW 4'7. 47 MINIMUM OROP a 0. 00 LENGTH 133. 00 1.) 1 G N -- D I A M IN INC. H L tr; 36.00 COVER UP 21 INVERT tJl':' 103. 07 COWia"R DOWN 1.. 90 1 . 901 N V E F-':T 0 C)W N ie2. 27 AVERAGE DEPTH S. 3 ? SLOPE F"T/FT 0. 00601503 ACTUAL DRor 0. 20 (ANALYSIS r'LOW IF F-ULL S1 .06 SLCIPE Ir F*LILL 0. 00 ADDITIONAL CAPn 6. 39 r-Ul. L LOWER IN rt LU2. 39 VC1 .1 � -OCITY r-ULL. . 33 FIMI'7 IN LINK 0. 29 ACTUAL VL71 7. 42 LINI-e C1013T = 0. 00 S")LJMMARY l...A'TEF-':AL I-ENCTI-4- '350. 00 LATERAL cos r 0. 00 )YSTEM LENCJH 21(17S. 06 sysTEM COST 00 DRAINACL viUDY F( CHECMLM PARK ESTATES" IAGE is (37TH. CT AND DRAW LINK - 3 - --SANIfARY--- -------STORM,------ INFIL. M1:SC AREA F. AREA SUM MAX FLOW FLOW ACRES POPUL ACRES C*A 'TIME CFS CFS UPSTREAM FLOW 0. 0 0 96. 0 43. 21 44. 2 0.00 0. 0 ) ADDED TO THIS LINK 0.0 0 1 . 3 0. 6 14.0 0. 00 0. 0:) S U M M A F-:Y 0. 0 97. 4 43. 9 44. 2 0. 00 0. 00 GIVEN SANITARY FLOW 0.00 GROUN13 UP 187. 0 STORM FLOW 47. 93 GROUND DOWN t87. 60 TOTAL FLOW 47.93 MINIMUM DROlo 0. 00 LENGTH 50. 00 DESIGN - Paul IMAM IN INCHE3= 36. 00 COVER UP Z. 104400=1" INVERT UP J G2.07 COVER DOWN 2. 4C3 INVERT DOWN 181. 77 oVERoGE DEPTH 5. SO SLOPE FT/FT 0. 00600000 ACTUAL DROP 0. 20 ANALYSIS - FLOW IF FULL S1. 90 SLOPE IF FULL = 0. 00 ADDITIONAL CAP= 3. He..) FULL LOWER IN m loi. sl VELOCITY FULL 7. 32 TIME IN LINK a 0. t1 ACTUAL VEL :x.44 LINT; c a 9'r M 0. 00 SUMMARY LATERAL LENGTH= 400. 00 LATERAL cour 0. 00 SYSTVM LENGTH - 2925. 06 sycrEM CWJ 0. 00 8 7 Tl 4. CT 0 N D IA W -DITCH SHAPE -SLOPE- INVERT SURFACE SURF.'. FLOW LONG LEFT CTk RIGHT -FT/rT- -UP/DN- -UP/DN- DEPTH WIDTH -CFS- - VEl...... 260 2. 0 30. 0 2. 0 0. 03269 t79. 00 17,, . 45 0. 4 3t. (3 47.8 7. 1 so 17C.9s I)r',,'F)TNf)f.',F:. ISTUDY 1:!(:)P ESTATES" FAG 16 97TH. c'r AND DRAW I INK S INFIL mil" A I--A 1.,::(')u I V A RL'A SUM MAX F L r)W, F, C A c 1.1[-,s r.0 r U L. 0 C.P E IS C'*A TIME CFS (.11-10 UPSTRE:'AM F;*I,_(JW 0. 0 0 97. 4 43. 8 44. 3 0. 00 0. 00 ADDED TO 11--l.tS I I N V, 0. 0 0 8. 5 3. 8 12)(3. 0. 00 0. 0() SUMMARY 0.0 0 105. 9 47. 6 114. 3 0. 00 0. ()() 0. 00 c i:;,o ti N D ur, 1(:17. 00 ,3TORM 1: I.-()W S12. 03 GROUND DOWN 187. 00 iorAl.. FL(.')W 52. 03 M:I N:l M 1.)M D R 0 r- w 0.00 LENGTH 50. 00 i:)Ef3rCN - DIAM IN 42. 00 C 0 V ER UP 2. 50 1 N V r,.';T UF' 1.80. 70 COVE.'.R DOWN 2. 79 INVERT DOWN IGO. 40 A V L R A(,,)*17 D E F"r H 6. 44 0. ( 0600000 ACTUAL L)ROP 1. 06 A N A L Y 91 S! FLOW IF FUI-L 78. 14 fli I OFS Tl' F'ULL 0. 00 API)ITTONAL 26. 10 LOWE.R IN 180. 57 VEI...O('.,T*'IY FULL B. 1.2 rIME. IN LJ.NK' 0. li. AC I'UAL ',Jl 7 LINE; COST 0.00 S U M m A F",y L.A I E P A L, I ENCrHrm00 LATERAL COST 0.00 I-ENGTH 2v 3 36'. 06 SYSTEM CU(';r 0.0(1 (37TH. CT AND DRAW DIT(.11 G11APE-- INVF*.Rr G)(.1 R F A("'E 51i1111 . Fl.ow LONG LUT crP RIGHT ---F,r/r,i' - -AJF/DN ur/DN.. 1)E r TJ I WIDTH - (Y"J.- 180 2. 0 30. 0 2. 0 0. 00.113E) 1.'70. 00 170. B!") 0. (333. 4 t.)1. 9 7. 169, 30 170. 1s PAGE DRAINAGE STUDY FOR' U-.)TATE", SCHECKI-A DR. I INF( I -.sTORM............ INF I 1 HISC of;:EA F.,Q ul v A 1,-�r.A sum MAX FL 0 W Fl a W o(',rLS I", U I ACRES c*t) 'TIME US c 1`1.), ADDED rO THIS I..]:Nl,'n 0. 0 () ''. 'I 1. «3 1.6. 0 00. 00 00 SUMMARY 0.0 0 2. 9 1. ;;3 16. 0 0.00 (-'J V E N SANITARY FLOW 0. 00 CROUND ui---, I'll.t. 00 T 0 R M FL 0 W 2. 74 GROUNI) DOWN 1.9c,;. 00 TOTAL.. F L(3 W 2. 74 MINIMUM Dll.:011:, 0. 20 I E N G'TH 1130. '72 DESIGN - DIAM IN 10. 0() COVER UP 3. 09 INVERT Uf' 197. 00 C 0 V ER D(.)W N 3. 09 INVERT DOWN 1921. 00 AVERAGE Dullf 1+. 00 SLOPE rT/FT 0. 02649427 ACTUAL D P0 P 0. 00 ANALYSIS FLOW IF' FULL 3. 57 si-orE IF FULL v 0. 01 ADDITIONAL CAPt:- 0. e2 FULL I-OWEP, IN = 19 A.0A VELOCrty FULL 61. 55 TIME IN LINK' 0. 49 ACTUAL VE"L 6. 32 LINE; C01,35T 0. 00 SUMMARY -- LATERAL !.ENCTH." t0fl. 72 LATE:p t)i. c,(3s-T- 0. 00 Y( SYSTEM LENC.TH 3603. 113 E M c,o r 0. 00 0F.,AINr)(3.E STUDY 170R "ECI-IECI,LA PAV:11 ESTATE,., P A C DR. LINK 2 - ......... .......... INF TL WE A R E h EQUIV 1)R I.-.A slim MAX 1::*L('.)W FLOW A(RrS POPUL ACRES GSA TIME CI' Calµs ups,rmom n-ow 0. 0 0 9 1. 3 16. 4 0. 00 C.. 00 s 1.)m M A F;y 0. 0 0 2. 9 1. 3 16. 4 0. 00 fX) GIVEN -- SANTTAF'Y f-71-OW 00 GROUND UP 196. 00 f-3)T 0 R M r L 0 W 2. 69 GROUND DOWN 190. 00 TOTAL F1 OW 2. 69 MINIMUM DkOF- 0. 20 LENCTH w. 139. /42 DC-SIGN -- DTAM IN 10. 00 COPE-R UP 3. 29 INVERT UP 191.. (70 COVER DOWN 3. 09 .INVERT o(.,)wtq all 1.86. 00 AVERAGE DEPTH 4. 10 SLOPE FT/FT on 0. 041.S98.23 ACTUAL Dr;*('.)F' 0. 20 Atlf)LYSIS) -- F'LOW v: rUI L 4. 4 B SLOPE ir FULL 0:1 ADDITIONAL CAFIW .1. 70 FULL LOWER, IN v 1(:19. 69 VELnCITY FULL. 0. 21 TIME IN LINK n 0. 31. F)c'r U A L VU._ 7. 39 LINK COST 0. 00 IiUMMAPY LATERAL LENCII+- 328. 114 LATERAL Los-r !:')) (:),rEM U!.NG'TH 3743. 21 SYCTEM C()!.')T 00 PARK oRLA I --UITCH SHAPE-- INVI"PI STIR A CE SURF'. rl.-(]W-- ► LoNG LEFT C.TP PICHT ---rT/FT- -UP/DN--- - ur/DN D E PTI I WIDTH -Cr S.- VLI..-. 380 2.0 1S. 0 2. 0 0. 0342t 200. 00 2 00« 2 0 0. 2 1.S. 8 S. 6 7. 1 187. 00 18 20 DRAINAGE' STUPY 1--'A('E :19 F!,A N K. AFLAC:A LJ N V 2 ........S A N1 TA F-.Y- sT o m....................... :[N1=:I:i.. M.'I S)Cl A I.".:E,A Eclul v 6 R,U A !'.AJM MAX F L 0 w r L'0 w ACRE:'5' POPUL. AC RES) (:,*A TIMI:: C 11 f! c F,Vj I S(*,HECI-.'LF) DR. 0. 0 0 ,-1... (7 1 . 3 1.�.. 0 0. ()() 01, 00 AL)DE.J) TO THI ) L'INI' 0. 0 0 1.4. 7 6. 6 2 5. 6 0.00 ().00 StJMMAI:;:Y 0.0 0 »5. 6 '. ("I I v E N *T'Af S r. 0. 00 GROUND UP 195. 00 SAN' -,Y FL..(IW W G)T 0 R M 1:71-0W �?3 CROUND DOWN 195. 00 TOTAL. FL 0 W 12. 23 MINIMUM DROl" 0. 20 LENCI H 30. 00 DESTGN -, DIAM IN 21. 00 COYER UP 7. ;30 "R DOWN 7. /18 1 N V 1:---R T i J 1" 0 S.0() c a III E T N V E P'T 1)0 W N :1.00. 6'2 AVERAC)E LN-iPTH r 9. 29 AC T L C)PE 1-�T/rT 0. 00600000 UAL DROP 0. 20 5 ANALYSIS FLOW IC: FUI L 1 0 SLOPE IF FULL 0. 00 ADDITIONAL CAPP!! 0. 06 Fiji..[- LOWER IN US. 6.? V E L.0 C,I Y*f F U L L 5. 11 T.NE IN LINK' 0. 09 AC TU I L Y E.L S. 30 1-1 N F,, CU( r 0.00 WJMMARY LATERAL. L E N Gl 11- I 1 0 Lt)'T'Er%r)L CC)ST 0.00 3Y")Tr'M LFNGTH = 4IS3. 2t SYSTEM 0. 00 S SHAPI:....... -SLOPF--- TN%01::,Rl GLJRl:"A-C11: SURF. ri-Ow U)NI., CTP RIGHT FT/FT -U P/0 W. Url/DN - D E PTH Wl D T ti --c,ns$ v E L, - 4 2 0 2. 0 2 0 2. 0 0.0(lo)3S 106.. :;.'S 187. 05 CS. B 'q. 2 12. :2 s. 3* 1.ej 9. 30 170. tO 1.;,x'. 00 - 0 300 2.0 35. 1-0001 1."'1 2. F) X15. 0 !-2 IS. , lbw. 00 161.1. .50 DRAINAC.,E STUDY F"OF.' ",17FIECKLA PARK ESTATES,, PAGE 20 PA R h AREA LINK 5 I I ARY I N r I L MISC, oREA E(..)Uit) ARTA sum MAX P,LO W FL.OW ACRES PO UL ACRES C*A TIME CF CITS UPSTR'LAM FLOW 0.0 0 17. 7 7.9 26.7 0. 00 0.00 07TI-1. CT AND DR 0. 0 0 105. 9 47. 6 44. 4 0. 00 0.1 0!) ADDED 'TO THIS LINI-'% 0. 0 4. Ai 2. 0 25. 0 0. 00 0. 00 s U M M A F;l y 0. 0 0 120, 1 57. 6 44. 4 00 0. 00 C,IVEN - SANITARY F-1 OW 0. 00 GROUND UP 182. 00 STC)RM FLUW 62. 133 Cf::OUND DOWN 101 2,. 0 0 T3TAL FIJ)W C.". E13 MINIMUM 0. 00 L C N GvTH m 10:1 1 00 1)l_:-_S1GN .. 1)'[oM IN INCIHESm: 42. 00 COVER UP 13. 13,1, T N V E�,'-'T UP 165.97 C01"PER DOWN I5. 016 INI)ERT DOWN 16;1. 97 oVERAGE DEPTH 1.7. 03 LO I�J . lei. A3 , PE FT/FT 0.0,1- t000000 �crl.JAL bROP ANALYSIS .. F"j._OW IF" I'..U L L ?7. S L 0 PE II" r'U L L -tiflill"Otift- fitt ADDITTONAL (.AF- FULL LOWER TN #00fif1011. ti" YELOG'11Y FULL S. S3 TTMIIN LINK 0. 21. ACTUAL V[..L_ 86 LINE; CO ST "fitt"Ittitt. 00 SUMMARY LA TERAL I. L-,NCTH-.m 1230.00 LA rERAL COST 0. 00 SYSTEM LL,.ACITH 4973. 2.1 SY"jTEM COST 0. 00 EXTSTINI..; PtPF SMALA.F.-i'R, THAN RCOUIRKD ALTERNATr SOLUTIONS 1. REMOVE 4L. 46 CFS 2. ()LL.C.)W or m,r,r-.()x ft". ff" rrFT 3. CONSTRUCT PARALLF-J. 'W) 'tN(*,'I,l P'll;:-L C',APA['.:lTY IN CIFO= 51.. 23 ACTUAL VI.-.LOCI'rya 7. 27 A F'1':'F.'0 X C 0 13 T 0. 00 • f. C R0TN ro?S EASEMENT KNOW ALL MEN BY THESE PRESENTS, That I, NORA CROTHERS, hereinafte terned grantor, in consideration of the sum of $1,250.00 paid to the grantor by GODWIN CONSTRUCTION CO„ INC, , G. FERDINAND WARDIN, ROBERT WESTLUND, and WILLIAM A. GODWIN DEVELOPMENT CORPORATION, as tenants in common, r,wners of. Tax Lot 6400, tax map 2S 1 11AD, which abuts upcn . he west and south boundaries of grantor's tract described as Tax Lot 6201 , tax map 2S 1 IIAD, all in Washington County, Oregon, do hereby grant, bargain, sell and convey unto the City of Tigard, Oregon, perpetual. rights of way and easements as hereinafter described, together with temporary right of way and easement for the use of additional area hereafter designated "temporary easement" for the following uses and purposes: 1. Perp!tual easement: An unenc.imbered perpetual right-a£-way and easement for the purpose of constructing, reconstructing, operating, main- aining, inspecting and repairing of underground sanitary and storm sewer lines, manholes and other appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions within the easement area, but re- serving to the grantors the title to the lands, subject to the ,,anement, and the right to make such use thereof except to con- struct buildings, as will not interfere with the user and pur- F.$(:EI'T thnt grantor will not permit any usage of her aDriveway fni3 ingress and lgresq �{n��1! r reqs; poses of the easements/ said a cement" area be hq �/ 1/2 Feet cn each side, when measured at right angles, of the following de- scribed center line within the following designated premises . Page t - EASEMENT Tax Lot 6201, tax map 2S 1 11AD, in the SE 1./4 of the NE 1/4 of Section 11, T2S, R1W, W.M. , Washington County, Oregon: beginning at a point 52.68 feet south 890 05' 57" west from the SW corner of Lot 82 plat of "Pinebrook Terrace," a duly recorded plat in Washington County, Oregon, thence north 020 19' 45" east 68.41 feet to a poi.nt•, thence north 310 30' 06" east 28.41 feet to a point. 2. Temporary Easement: Temporary right of ingress, egress and regress, and use for construction purposes, of additional lands of grantor to terminate upon completion of sewer construction work within the permanent ease- ment area, excepting and reserving to grantor the unencumbered enjoy- use and preservation of all structures present upon the tem•• porary easement area(s) . Strip of land 20 feet in width lying westerly of, along and wil.hin 20feet, when measured at right angles of the west line of the above-described perpetual easement area. Should it be necessary to cut and remove any brush, trees or other matter or materials from the permanent easement area, said brush, trees or other matter and materials shall be removed and disposed of and the premises should be left in a neat and workman- like condition. In connection with *he use of the perpetual easement areas and in inspecting, repairing, maintain+ng, or replacing said sewer line, the city of Tigard agrees to leave the premises in n neat and workmanlike condition and as nearly in the pre-existing state as practicable. All sewer lines constructed within the permanent easement areas shall meet the applicable standards and requirements of the Unified Sewerage Agency, the City of Tigard and State of Oregon. Grantor does hereby warrant that she is the owner in fee simple of all lands involved in the above-desciibed easements, Page 2 - EASEMENT and had a good, legal right to grant the easements herein de- scribed. EXECUTED ONOU11�4 /(9 , 1978. B J(FRRAANN,KLIN FEDERAL. SAVINGS D Iff)\Z•/SSS I OF PORTLAND Vice President. STATE OF OREGON sa. County ofr On Wzjag /D 1978, personally appeared Charles E. Olson, whWlbeinf sworn, stated that he is the Vice President of said Corporation and that this instrument was voluntarily signed in behalf of the Corporation by authority of its Board of Directors. Before me: 'J 1 � (SEAL) �e o SnOff _ Notary Public for Oregon My Cpm�pi.ssion erpireaj/145-81 WITNESS the hand and seal of grantor this 20tH day of June , 1978. �1 X STATI: OF OREGON ) as, County of Washine�ton_, ) On this 20th day of _June _ , 1978, personally appeared the ailave-named Nora Crothers and acknowledged t•he firenoing ins'-rument to be her voluntary act and deed. Before me: No arC y Public for Oregon Mycommission Expires: _____ My Commission Expires March 20,1961 ACCEPTANCE The City of Tigard, pursuant to resolution of its City Coun- cil, hereby accepts the foregoing grants and agrees to perform or require the performance of all terms and conditions hereinabove set forth. CITY OF TIGARD Ry _ Mayor By CityRecorder Paye 3 - EASEMENT ,? �• Z f. I I `tib I Q �Y I Lij Lij p � ` r I 110 r I I I I I r 4 Ir I r X / � in :D I r' `I W \� Lo / CO r� Ld � CL X /i 6 w A / U rol� QJ r �a I (n r / GRAY EASEMENT KNOW ALL MEN BY THESE PRESENTS, That I, Maurine A. Cray, hereinafter termed grantor, in consideration of the sum of. $1,000.00 paid to the grantor by GODWIN CONSTRUCTION CO., INC, , G • FERDINAND WARDIN, ROBERT WESTLUND, and WILLIAM A. GODWIN DEVELOP- MENT CORPORATION, as tenants in common, owners of. Tax Lot 6400, tax map 2S 1 11AD, which abuts upon the west and south boundaries of grantor's tract described as Tax Lot 6202, tax map 2S 1. IIAD, all in Washington County, Oregon, do hereby grant, bnr.ga!n, sel.' Oregon and convey unto the City of Tigard./ the perpetual rights of way and easements as hereinafter described, together with temporary right of way and easement for theuse of additional areas hereafter designated "temporary easement" for the following uses and purposes. 1. Perpetual easement: An unencumbered perpetual right-of-way And easement for the purpose of constructing, reconstructing, operating, maintaining, inspecting and repairing of underground sanitary and storm sewer lines, manholes and other appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstruc- tions within the easement area, but reserving to the grantor the title to the lands, subject to the easeme*t, and the right to make such use thereof, except to construct buildings, as will not inter- fere with the uses and purposes of theeasementj said easement area being 7 1/2 feel. on each side, when measure-.i at right angles, of the following described center line within the following designated premises: Page 1 - EASEMENT Tax Lot 6202, tdx map 2S 1 IIAD, being in grantor's owner- ship, in the SE 1/4 of the NE 1/4 of Section 11, T2S, RIW, W.M. , w ,shington County, Oregon: beginninq at a point south 890 05' 57" west 49.51. feet from the southwest corner of Lot 81, "Pinebrook Terrace," a duly recorded plat in Wash- ington County, Oregon; thence south 310 30' 06" west 96.76 feet to a point. 2. Temporary Easement: •temporary right of ingress, egress and regress, and use for construction purposes, of additional .lands of grantor to terminate Upon completion of sewer construction work within the permanent easement area, excepting and reserving to grantor the unen�umber.ed enjoyment, use and preservation of all structures F ?sent upon the temporary easement area(s) . Stip of land 20 feet in width lying westerly of, along and within 20 feet, when measured at right angl.cs, of the west line of the above-described perpetual easement area. Should it be necessary to cut• and remove any brush, trees or other matter or materials from the permanent: easement area, said brush, tree- or other matter and materials shall be removed and disposed f and the premises should be .left in a neat and workman- like condition. In connection with the use of the perpetual. ease- merit areas and in inspecting, repairing, maintaining, or replacJng said sewer line, the City of Tigard agrees to leave the premises in a neat. and workma.:l.ike condition and as nearly in the pre-existing state as r•racticanle. All sewer lines constructed within the permanent easement shall meet the applicable standardn and requirements of the Unified Sewerage Agency, the City of Tigard and State of Oregon . Grantor does hereby warrant that she is the owner in Lee r:imple of all lands involved in the above-described easements, and Page 2 - EASEMENT RECEIVED CITY Of TIGARD 7 �. .,.,...__.w..s........_-....... ._ ... -...w-.rrr.F++w. wry+wn.,_r+w_�.+wuw.r•.._wr•w.rw w.._. , r • N ( r VJ _-52..t!§k-7VK Olt ;,♦oP YVAN ITIla r$�4 y �� / � �"iii.}„ �^ i...,.� 1 ,•' 4 ..� ��f._..r f GL.>fi ` P\jc cTiL.z.c•) R/w t/ \j C \ N %-T \.e MAP 1Zo - ot 4 1/0 `rte r f 1 1 d` e'' , AAA QT G 6� ��s uj vi 1/0 t \ , �/ l h1�T. �_._ l.°''^1 -T`tr-1%abs1 vtu I ,� .r'4b t •s 1'A 1/0 1 '� riO ► �' .."'_�� 1 to S T. ��e,,� --_..- �.`f� j► ���� -__.__ Lo 'E 5-r.`� OC)o \<��Q '' ESC' 8 KW rk�2. ,�c t �, 0�lap1 P�1. 2„ SIC.5,�It _ ..._.... _ _ ___._..____. . _____.__ ._._._.. _ .� ------ __ _,_._ 5 A.F 1c7Avz 1 0 1 .�- • 7 �' ... .. � 1t> Ito �L �Ft CSS tt�� 3 w. ,.... .- r -' ' _ 4" PvG�, coo) + a - t 1/per* , --._ •�..... .�.�.. io '�- ?QC-CT*uw) f Z �►'veG'r ) ?' p��z� P trtP,1 P' ►q8i► y '' � , 7� T u� ,, evC. tlr*A1 --•-._._ . _.,.1.,._... ,.�' _..... �-r—r Uet� `1X13 �•1qp %.I g+ c.��► ~' ,a .� 2'7 f p �,Q�� � ,��T � .� � _ � � � ,� � � ._.�. I 4 F ',o03 3 / 5 _ ll V 4 r I! � � A� ,-vl� � - p.�� � �.,+�, �r ^eery yiS�-y j 1 r w J�t ."T �} Jr.....+A.1, _ G J�. :.7t7�.XXl ,K\,, VAR . 43 44 Q i MIA iv;ft?q I t *1 , , , ' ��� �GC►CJ L7/°" C:Z'`d i fl�+i Sr4*4 41 i " Z C'rr..t"C br%o% 1 S 1`a IF-.�.l -'t'. '`-.+t�.'1C �r R:01%^ .T.M.Po,)S "` __._„_._.,._ _. t O 1 ` 4' ., •~` ', t \ F ti 4- 5 VeS 1 ti'�»e, 1) Zka' -rot tI'-�'1�1� 1"tG'j I 44 CU 'io �,(a�1m W�^•_i �'. � �' 7� "c.C. � a� ' al __�_ ..� . ...._.__ . � .�....._..w, _ n!�4 ! vww C1 r .IYt3 .. _ II �m zM 1tvo00 � I "lfT plc 1 ? '41© al \. - - _. _. j 1 �►+ ,,C 4Nfi?a°'+t�.`� 11" %Mr.. s%"7�� �, Sc>�"T4�.A �'� �1'J lt�.� ��Z�c O'F C;.�,�tvr,oA. iNA C.Q10`�^ � � ,� �`• �3 �� l�.w t. +meq► r,�s "'t'"� i�1''� !s O+pl.'t`r�e�.AC �,' t tom+ two A, `k lit Ito t ,4» r A►C SW- t-.a F:0$'7 P 14 ► [ ---�'"� I S e4 1 N►' '? -- "' ' a+y� t_t. c-M I l a-ST'A L.L. I F ti©o-r �. ti r.a Z;' vvC-0 6,r� 1 ~- 14� y0 z tV'a"�C L civ ! 1 �sx. �, �1 1 - CLa "T �-c� �� �._�... Mt.a r.,t i...e1 �,� .� : t-i �a�V. `• - �.8t �a H'G2 �T. 28 KV4%w. • ! hl'�'C�LI..,� �"� 14846 Z" pvc Z--�"E,Ljzwcc:� -� �'� ,.��a1�..1 T N "1" tV fc, 7�� r' . • - U s e? M t�,�"T S fit►% X03. T ci q X%A-L.,. Lc:)'T %--% S S. --- �Co�•i c� �J<N�T y . e; � "'C� -, N/vet t�►t„t�a� .4 -rR t*tr�..► •`1 al; ► '. �� v Ah.,-wr 0 t-wl I s 't`>A W. *A o ti Ca w -r s. I` _ � �I� Lrrt t� �l "'r' �t']F� "T` >r ��+L --'` ..- _ err i l c {� � k t V' 2 6 1 • \c%-k `V r,s\ 1 l �i .NO .% I w PORTLAND GENERAL E� LEC - Pic COMPANY WESTERN DIVISION PH.643-5454 14655 SW OLO SCHOLLS _ FERRY Rd. BE VEk- ON 97005 DATE TITG_ E ('" VAEC,�..V,L.. � �� `��?tom,, JOE1 ,�. FUNCTION �- H I TRACING r , BY 1 J l�, 1- 1 C� -1 r �' ,. NO. 3 7 ,�;� NO. ___. _. e �, - -._.______�. ---- •"C �:: - .,�� - SECTION SCALE CMK . DATE CIRCUIT �,sr.lCr� �:.: t (� of". "CN::I....( iw't}FrI' . I::.: a..I..�,�..I..I::::{_i Y _ s ` .-,l s�v `i' L Gc'. RLQ. —1;&. E3Y. �1 CSE °`DA"rEV �C i,, �T ,. APPROVAL_ SHEET OF k, ; };. ..,.- -r . ... _ - 'yam.'.„ .,. �'' .._- ..9` = s " ...�"'!.` •. -. hr.r .q .rr:u.�- _. . -. .. _. - _. •- '+� I• _ �, .. � �.. l111 ' mfjIII 2 3 4 5 6 7 8 9 I n I NOTE : IF THIS MICROFILMED r � - y ` DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THF QUALITY OF THE ORIGINAL . DRAW. BOE 62 92 12 9Z SZ ve EZ 22 12 02 61 81 L 1 91 I tr i E I I 11 01 6 8 1 9 S b E Z �t�IIli IIII IIll II1Ili 11dIII Ill 111111111111411111111111111111u11111111111111111111111111111111111111111110bi11III 1111111111I1111111111iI111111111111' 41111InIli IIII11111111111�1W11I�U�II11�1111Wll�l�UIlIUI11lI��1�1�1111 SGHEGIRbA PARK EST- ATES (Construction PI NE BROOKSA-ISTREETM� DONALD I Note : - - --� Al -C 1 . road, storm sewer, and sanitary sewer construction shall conform to City of Ti and construction ASSUMED LOCAL COORDINATE GRID SA-2 W r standards. Ph.(639-352 /ocQ TATT R R r RAMS'' LGC4 AYto0 R-'E+R� Iry S I_E D (NO SCALE) � l �,,c `R� 'bE ROA D A L I G N M E N T $TV�rt.•��'�� v1�D �c.E A-3 1 . �.A�rov r, 8 8th AVE 8 7th C t ��- -� �- v �C- s-- ` - _ INDEX OF SHEETS_ 0 +00 19544104 9549.000 O+oO 19968,690 9785.000 ,,�/ I PAGE (VO. V I C I N I T Y M A P N U- 0- 0 E 420 903 S O- 0- O F 240 00 tS �p_e-/ I 4 . 2 0. 90 19964.986 9549.000 2+ 40. 00 19728.690 9785.000 --nN SITE DETtETI ON Ex STING CREEK � � � ___///"' N 0- 0- 0 E: 134. 056 _ ---- -y ->� - - --- 1.) TITLE PAGE AND ALIGNMEN' •S 54.94 20099.042 9549.000 - -� -- 15 STRUCTURE �--� -'-� - ` _ & ' (� --- 2) INTERSECTION DETAILS REILING ST. _ 89 t h PI. IY 3.) CONSTRUCTION DETAII .3 FU; STORM SEWER ALIGNME rJ SATTLER ROAD 2 i7+00 19964.986 9`^�4'�.i300 0+00 19960.598 5.x177.511 QP, V 89-06-03 E 236.03 5 20-56-18 W 259.483 ' J - � � � � � � � 4.) CONST. DETAILS FOR S.W. 8> SI 'AVE, (ALL STATION ARE q. EQUIVALENT) _ 5 l TH 2+ 36.03 19968.690 9785.000 2 +' 9.48 19718,250 9084 782 % _ -- '_- D REILING ST(EAST),S.W. X37 l.T ST-1 6+ 20093.064 9 4.000 48.9855 C7) 5.) CONST. DETAILS FOR REI L 1 l�I ST.N -16-33 E 150.000 '`~ JUL 1 � 1978 � S O° 00' 00"E 133 x00 4+39.48 19720.146 9234.770 ST- 2 4+15.96 19960.064 9554. 000 " t U0 19964.986 3549.000 S 00-43-27 E 15.000 (n Ci� .AF. VGARD (WEST) S 00 00' 00"E 400.895 S 89-U6-03 62.97 IS p 0000' gip* 6.) CONST. DETAILS FOR SCH� �,...A ST -3 0+15.06 19559.163 9554 .000 4+24.48 19705. 147 9234.959 �,,..;.. , PC O+ 62.97 19963.998 9486,041 - - _ -. _-- _-_._____- __-__. I " " „ DRIVE S.W. 89TH CT, 19 I ST-14 �. �o•�.. 42 DIA. P PE- TH I S89@ 16' 33" W 55.98 S 80-06-03 W ��6.930 2 +5948 19718250 9084.782 '"\ RAD=150.000 ARC=47124 S 89-16-33 W 68.000 SA-21 0.10.00 \\\ 7.) CONST. DETAILS FOR S.W. E ' PL. ST-4 5.02,00 19558.461 9898.024 �, -�� ° SA 4 S 89°16' 33" W 323.00 CA/2=09-00-00 TAN=23.758 3+2748 19717.390 9016.787 SA-20 � E- LINE 8,) A- LINE SANITARY' SEWER 5T- 5 8+25.00 19554.- 9575.050 PT 1+10.09 19955930 9435.809 -- ----- - ----- - ------ - 2O - - 8 S/~` • • 9.) A,B,&D- LINES SANITARY SE VERS S 890 16' 33~ W 3C N 88-58-50 W 262.340 SCHEKLA DRIVE � � • � � c � SA-19 DITCH INLET I1+34.62 .60.466 9265.455 RAD=385.017 ARC=267,7130 �� \�� ^\,' 0400.00SCHECKLA r 8S T.H. CT r 10.) C-LINE SANITARY SI, NER CA/2=19- 55-07 TAN= 139.516 0 +00 20406.250 9244.479 / 021 .. �� � ��`!-� ' .OT . "T _N 89-51-53 W 10000 >/ �' %% • - 11.) E LINE SANITARY SEWER ST- 3 0,-1 .06 4 19559.169 9554 000 POC 31'7 7.79 19960.59A 917 7.511 \O •+..� ----~'-"" """" - - N 87° 4 7 18 E 2 31 .172 N 60-19-10 W 117.038 PC 0+10 20406 274 9234.479 2+14.16 ' "'-'' " `" ' " ? i O.C. B. 2*1 19568.090 7 RAD=385.017 AR =1I S 73-38-07W 201.352 - - ;; a - ,;'.;� I 5.68 9 85.000 ARC=117493 � . . >,� , .. . ..� .-,_ •... t - - - - - - -- -- 57-13 `16 ,,.: - - - - - - - - -- SA-22 -._.._ _ RAD=354.474 ARC= 204.162 CA/2=08-44-32 TAN=54.207 . • � ..,_ _... _ � �� �w • _.__.. Q P� 4+55.28 2001$.551 9075.828 CA/2= 16--30-00 TAN=105.000 22 • / ''"' � N PCC 2+14.16 20349.543 9041.284 } Pw:'.IR1:i c ..- r; - _ ____-_._--- 5 T-2 4+15.96 19960.064 9554 000 N 60-58-22 W 100.825 12 - -jJ�-- Q ____. _�__. .. _..., ._ _ S 19-16-07 W 14 9.994 ,n L�u!:_^�:t >✓~.•.-.____._ _. rr.. .._ _ ---__..._ z = - Go N89006' 03" E 217.000 RAD=308.801 ARC =101.278 t�/ u,• ^• - I ST- 7 2+21.93 19963469 9770.973 w - _ RAD=i2?_.f79 ARC=161.496 \ � � � c��. ,Y I�- � : I :►�•.-__-.• � CA/2=09-23-45 TAN=5L098 PUC 5+96.56 20067.473 8987.668 CA/2=37-52-00 TAN= 95.000 � - - - - - - -- - _ N $0-07-00 W 104.570 PRC 3+?5.66 20207. 951 8991.787 \`\�\ `IS w � P opt RAD= 308.801 ARC= 105.076 S 00- 31-00 �/ 132 281 �� Z I+Es2.00 c' ;<._t ;.,r. • .itlr� �, - -__- �:. ' _- ST-2 4+15.96 19960.OF4 9554. 000 CA/2 = 09-44-53 -TAN=53.051 10 RAD =c'31.980 ARC 134.767 I _ , �_� 5 81. 34' 03"W ?22.993 PT 7+01.64 20085.422 8884.650 CA/2.= 15-06-53 TAN = 70000 2� SA-23- a � 1 SA-24 -""- PT 5+10.43 20075676 8990.595 • `I yr. utL>tL CJD' a►" C%Tt"..__ -.. ST-8 2+21.25 19927.363 9333. 417 I I N c3U° 03' 45"W 155.343 N f�9--51-53 W 17.893 � P. G. � qtr_.__--_-__._.__-- nr�-�� _. I 7+19.53 20085.464 88,36. 757 S 19 37 53 W 8.70F3 -- 3+75.66 T. R. F. n. >fts_-_ T____..-____ n,t, ST-9 3+72.80 19954.171 9180.405 POCS+ 19.14 20067473 8987.668 ------_ � T. -� �-`-"-" � � I _ - - - - - _ - _ / --• �, I N 61c 04' 05" W 222.525 ST-1C 5+96.56 20061. 822 8985.652 89 th Ct. BATTLER Rd. N 82,158' 50"w 119.814 24 � � , C13) ST-11 7+19.53 20076 464 8866.73 6 0+00.00 20406.250 9244.479 0+00.00 19549.806 9999.983 16Q 5+96.56 REIL NG '/ - - - - SA-6, SA-5 S 01308'07"W 182,00 S 89° 16' 3?_'� W 451.019 5+19.14 SCHE LA � � - �. A- NE I;82.00 20224.251 9244.050 4+51.02 19544.104 9549.000 i0 - . . . • • • • I ST-9 3+72.6^ 1j954.171 9160 405 -- - - - -- - -- - _-- S 89° 16' 32' W 683.596 SA-15• SA-14 ! 11+34.62 19535.463 8865.459 10 / (5 - - - - - - - -- _ _ _ _-_ 7+19.53 12' ST 5+ 10. 3 g 5+54,94 ST-1 ST-12_O �REQ�Q19707.1.23 9085.8713 ST' SEWER ALIGNMENT -� • - ST-11 O O C4) Q o 0 o �e c 7+01,64 / , C, • OUTFLOW 20556.100 9174. 209 A - LINE D- LINE ST-1 10 2 S < S 0° 15' 06' E 139 429 T 4+95.28 0+00.00 REILI ST, 2 5 G 52.97 4+•20.90 S.W. 8 TH. ST-14 0+67.50 204143.681 9174.821 SA1 0+00 20939.136 9767418 SA13 0.00.00 1996°,.57'1 9174,060 G 3+82.b 5 59. 28' 30"W 188 721 REILING ST. 26 ---SA-13 SA-7 (D 9 A-10 > 3 ®2 SI-13 2+55.42 20320.827 9012.255 S 1° 33' 03" E 11 0.000 5 20° 56' 18" W 259.500 _ SA2 1 +10 .00 20829.1,'7 9770.:95 5A16 2.59,50 19723 .206 9081. 3253-4--77.79 1+10.09 �- MM -�� REILIN ST. B- INE (W 5 31° 30' 06" W 141 .477 S 89° 16' 33' W 84 . 606 e _ 0+00.00 S.W. 8 TH. PL, e _ • / SA3 2#!51.48 20708-549 9696. 470 SA,17 3+44.11 19722 .137 8996.72G 27 '`--- 12 ST A _ 2+36.06 5 2 19 45' W 8.777 1 \ (, LII E scale I =C,)o ,� SA 16 2 +5950 19721-3206 9081.325 '��� ~ 15 ST _ • --�.,.�-15�� ST , --_-^- M SA4 5# 51 50 20408.77'7 9684 27. / S 0° 53' 54• E 300.074 S 83 17' 45 E 174 G92 ` • ST-2 ST-7-� SA5 8 - 51.57 20108.740 9688.982 SA 18 4 •34.19 19702.812 9254 .823 s a� os✓' o3"w 145.000 14 ST-9 Sq-12S , reet 5 Rs ® DENOTE CONTROL POINT SET �'\ o / Re sr-8 � O SAC, 9+96.57 20106.464 9544.000 E - LINE I n 48 1° � Q @5) NOT TO BE DISTURBED BY CONTRACTOR ! 5 0 OU 00 E 136.556 Cl l 43 - SA 4 0 .00.00 20408.7 77 9684.277 �_ _ _-_ --- ----- NOTE: CONTRAc�TOR SHA T SA 7 11 . 33.13 19969.908 9544. 000 � 4+2:5.80 e • �'� � _-_--� ^ L NOTIFY F ° 88 22' 07 W 130.000 Y AL_ 5 0 00 00 E 220 86 7 S.W.88TH. SA19 1 . 30.00 20405.076 9554. 330 �yQ (14J SA8 13 .54.00 19749.041 9544.000 ° AFFECTED UTILITIES FOR FIELD LOCATION 5 88 22� (17" W 315 .000 � Co 57 � + s o° 00' 00' E 200.000 k - I 54 SA 20 4 .45.00 20396.108 9239.455 Q. p+0.3o0 10 - 4� O :a) BEFORE CONSTRUCTION COMIVENCES . SA9 15+ 54 00 19549.041 9544 000 �k_ O+OS.00 S.W,88TH. N 89 47' 48 W 130.000 scHECKLA DR. /N -" ---- SA 21 5+ 75.00 20396.569 9109.456 � 1+34,40 ` . -.�_. Q -- B - LINE S 53. 5G' 45"W 149.882 SCHECICLA DR \� \ �\ \ l 'Q2 !�'----- =00 In SA 22 7+24,88 20308.356 8988.283 �z•7Z89 \� SA 1 O, OQ.QO 19969.908 9544. 000 �. 4.25.80 � C. � �. A-16 4+09.48 C� 44 Z r SCHECKLA OR -� 48 SA_g (53)5 89° U6 03" E 236.029 S.W 88TH. � C 41 37 W 97.007 �)2 � I 4+76.03 SA23 8+21 89 20211 356 8987.108 �. '� \ SA10 2+ 3F',03 19973 612 9780, UOG t 2+31.10 S O GO' 00«E 274.922 REILING ST. SA-I -�- SA-18 0 ' DESIGN ENGINEER sA11 5.10.95 1969 .690 ,780.o0o F - INE & SURVEYOR A ' ` SA 20 0+00.00 20396. 108 9239.455 0+05,00 / � 59 ,� �i- LINE 5 00 OB' 07" W 191 . 84G 5CHECKU4 OR. e_�- / \ IZ ST � �-_.__,-�-• / R. L. DRIAIKMVATER S A 24 1 . 91 .85 20204.262 92 39.V )2 3+27.48 _______� 4� I 52 _� ___ En�ser i Land Surveyor A 7 0.00.00 19969.908 9780,000 .4+25.80 �___ A-11 �, , ' � �' �+ X095 Southwest Cirrus Drive t9eRverton, !SOS 141`•!41#4 S H1° 12. 53' W 2'3.083 S.W. 98 TH. 6� L_ W L" tA, � OR 97005 ST 12 4+24.4$ z ( t -w-•..�` � SA12 2+13.08 19937.363 9333 . 41 7 � 2+18.68 2+59.48 N 79° 57' 447W 161 . a 835 REILING ST, 38 3 3 ' SA 13 3+74.92 19965.571 91 74 .060E 3+H2.eo `3� H 1-=E T N Gd' 16' 19 W 21 3. 094 REILING ST. _ 39 51 � SLNELKLA, -'ARK ESTATES + SA 14 5 +86.01 20071 241 8989.012 t 5+96.56 34 (3J 36 o REILING 8T. N 81 03' 47 W 123.745 hail 4 5n 9� ST-3 a • _.._ ___�. ._.... OTA . �- a t t e r r ' r SA 15 7 . 11 .76 ?_0690.464 8666. 769 q. *19.53 DITCH INLET.-- ST- 5 S ST- S EE IS ' ' REILING ST. - - -- - -- - - - , 27 ST 27" ST -4 • 36"S 10 ST \0-00.00 S.W, 88TH. G+00,00'OF' "�� 11 +34.62 - - -_ --- _-- 4+51.02 SATTLER RD. I NO. DATE 9Y REVISION APPROvED PROJECT 78-2. ( ' •'°�• .. ..•,r-+Qy� �....,,..•pr,,...�r..,}MM3=:,".�.,�'•. M"�•�TM.s�. V�pw�,l.`^"Tan ...._....._. _ .. .. �� • . a r� _'wM ..,Y• A, „ J a�.•.. .:_.f• .. ",'.�R/��l,I.fY.,r1Y!WM'u�'+r1M«Ilt .m. v,.i......w�..-+.r:.... •�+_r5sry�r•.,,-..wr...• , � + PIIt�IIIIIII`Ii�111111�111If11,►111311I11�..IIIIII11111I111�111��11I'IT11 1spli t111I111111111 IIII111IIIIIIIIIIII�IIIIIIIIIII�IIIIIIIIIIIIItII1111111I11111111II11IrI1I111Ii11IlIIIIIlI1tIIll1 �. p ° I 10 I I NOTE: IF THIS MICROFILM2 3 4 5 6 7 8 9 12ED DRAWING IS LESS CLEAR THAN THIS NOT I(;i;-"IT IS DUE TO THE. QUALITY OF THE ORIGINAL P DRAWING. -- _ - - - a-- OE 6Z 8Z a 9Z SZ bZ EZ ZZ IZ OZ 61 H I L I 91 41 r I E I z I 1 I 01 6 6 L 9 S b £ Z I"•"" a �lIIlI1111111II11111111IuIII111i�r11111111I1111III11I111111111I1u11nuIn111nrr�nllIII11III1111111IIIlII1lIIIIIII(iIIrIII111IItIlI'UIIIUIIIIIIIIIIIIIIIIII►I►IIItIIIIIilllll�llllllllt�IIIIIIIII�IIIIIIIII�IIli�llil�1111IIIIlIIIIlI1111III11IIIIllllll�l�l[IIIIIIIIIIIIIIJllII1111IIIIIIIIIIIIW�ll11 r 1 JULY 6 1992 h. d a good, legal right. to grant the easements herein described. k:kl:�;U:EU O%� �, 1978. FRANKLIN FEDERAL SAVINGS tUVD 1�) ASS0CjA N OF PORTLAND Vice President STATE OF OREGON County oic7 r Be. On ' /;�` , 1978, personally appeared Charles E. Olson, wha )e1n sworr., stated that he is the Vice President of said Corporation and that this instrument was voluntarily signed in behalf of. the Corporation by authority of ics Board of Directory. Before me: (SEAL) 1 Ax. a ) PIIS 7- NoLary Public for Oregon My commission expires• /MSig! WITNESS the hand and seal of grantor this z zday of 1978. STATE OF OREGON as. CL,iIII Ly ofll"4; e e,e�t't�rti•) on this �,__ day of 1978, personally appeared thv above-named Maurine A. Gray and acknowledged the foregoing in- st.roment to he her voluntary act and deed. Before me: Not ry Pub11c :r Oon7 -- My Commission Expires: My commleelon_E-PIM Merch 29,1891 ACCEPTANCE The City of Tigard, pursuant to resolution of its City Council , It r by accepts the foregoing grants and agrees to perform or require th , performance of all terms and conditions hereinabove get forth. CITY OF TI;ARD By — Mayor By City Recorder r I Xa Lu , co �+ / i N v / CL x W f � C i w $0ro w I p i U LO � I 1 I ! i ° 4 ' ! i cQ � o � i '**100683NId N4- } X V N W Vr C 8M PgUj- EASEMENT KNOB' ALL MEN BY THESE PRESENTS, That we, MICHAEL LYNN CAMPBELL ,r,d HELEN KAY CAMPBELL, husband arid wife, hereinafter termed grantors, in consideration of $1,200.00 paid to the grantors by GODWIN CONSTRUCTION CO., INC. , G. FERDINAND WARDIN, ROBERT WESTLUNn, and WILLIAM A. GODWIN DEVE',OPMENT CORPORATION, as tenants in common, owners of Tax Lot 6400, tax map 2S 1 11AD, which abuts upon the west and south boundaries of grantors' tract described as Tax Lot 5600, tax map 2S 1 11AD, all i1: Washington Cc.!lnty,, Oregon, do hereby grant, bargain, sell and convey unto the City of: Tigard, Oregon ' the perpetual rights of ti and tasements as hereinafter described, together with temporary right of way and easement for the use of additional area hereafter designated "temporary easement" for the following uses and purposes: 1. Perpetual easement.: An unencumbered perpetual right-•of-way arid easPment for the purpose of constructing, reconstructing, operating, maintaininq, inspecting and repairing of underground sanitary and storm sewer lines, manholes and other appurtenances, together with the right to remove, as necesuary, vegetation, foliage, trees and other ob- structions within the easement area, but reserving to the graptors the title to the lands, subject to the easement , and the right to make such use thereof except to construct. buildings, as will not .interfere with the uses and purposes of the easement= said eane- ment area being 7 1/2 feet on each side, when measured at right angles, of the following described center line within the following designated premises: Paga 1 - EASEMENT I A parcel of land located in the SE 1/4 of the NE 1/4 of Section 11, T2S, R1W, W.P . Washington County, Oregon, described as follows: Beginning at he northwest corner of Lot 81 of thy Plat of "Pine' Terrace" a duly recorded plat in Washington Cou,`., 1. ;on; Thence . 89105157" E a distance of 14.69 feet to the point of beginning of this description: A strip of land 15 feet in width being,, seven and one-half feet on each side of the following described line; Thence S O1033'03" E a distance of 86.23 feet to a point; Thence S 31°50'06" W a distance of 16. 31 feet to a point in the south line of the aforesaid Lot 81 of the Plat of "Pi.nebrook terrace". 2. Temporary Easement : Temporary right of ingress, egress and regress, and use for construction purposes, of additional lands of grantors to termi.nato upon completion of sewer construction work within the permanent ease- ment area, excepting and reserving to grantor the unencumbered enjoy- ment, use and preservation of all structures present upon the termpor- ary easement area(s). Strip of land 20 feet in width lying easterly of, along and within 20 feet, when measured at right angles, of the east line of the above- described perpetual easement area. Should it be necessary to cut and remove any brush, trees or other matter or materials from the permanent easement area, said brush, trees or other matter and material; shall be removed and disposed of and the premises should be left in a neat and workmanlike condition. Tn con- nection with the use of the perpetual easement areas, and in inspecting, repairing, maintaining, or replacing said sewer line, the City of Tigard agrees to leave the premises in a neat and workmanlike condition anti as nearly in the pre-existing state as practicable. All sewer lines conatructed within the permanent easement areas shall meet. the applicable standards and requirements of the Unified Sewerif;e Agency, the City of Tlfrard and State of Oregon. Urant.ors do hereby warrant that they are the owners in fee simple, o" all lands involved in the above-described casements. Page 2 - Easement and had a good , legal right to grant th *rents herein de- scribed. "he foregoing easement is granted to restoration of westerly bank of property following in, n of sewer line: if required to remove barrier of berry b .l bushes adjoining property to be removed, and the bank to be r,Vlanted with ivy cover and suitable plants to establish a bulky corer (i.e. Photinia or equivalent) . Restoration to take place immediately after work has been done to prevent any erosion or possible danger to tenants liv- ing at 8570 and 8572 S.W. Pinebrook, Tigard, Oregon. Any damage to lawn will also be repaired immediately. Contractor shall install a "T" or "Y" (whichever is more suitable) witY, a riser for future hook-up of possible third unit to existing duplex (location to be noted). WITNESS the hand and seal of grantor this �Q� day of 1978. STATE OF OREGON ) County of ALw� ss. On thiss2 day of _�CJ 1978, personally appeared the above named Mich a Lynn Campbell and Helen Kay Campbell, husband and wife, and acknowledged the foregoinq in- strument to be their voluntary act and deed. Before me: l NotXry Public for Oregon My Commission Expires: My C"'nmtselon expinro March 46,1181 , ACCEPTANCE The City of Tigard, pursuant to resolution of its City Coun- cil, hereby accepts the foregoiig tyrants and agrees to perform or require the performance of all terms and conditio,:f hereinabove art forth. CITY OF TIGARD By Mayor ----------���_- By _ City Recorder Page 3 - EAFEMENT The under,i.gned (mortgagee_) (trust deed holder.) or beneficiary under trust deed) of record in Hook 666 , page 662 , mortgage_ record of. Washington County, Oregon, '.n consideration of the payment made as consideration for the attached deed of easement granting to City of Tigard, Oregon, certain perpetual and temporary easement rights, do hereby consent to the granting of said easement (s) and agree to subordinate the lien of said mortgage or trust deed Lo the said easements (s). DATED this 90 day of August , 1.979. UNITED STATES NATT.ONAL BANK OF OREGON (Mortgagee) (trust deed holder.) (beneficiary under trust deed) BY Roger C. Lundeen Mortgage Servicing Officer Title STATE OF OREGON County of Multnomah On this 9th day of: Auguste_-_, 1.9 78 , personally appeared before me Roger C. Lundeen who being duly sworn, did say that he is Mortgage Servicing Officer of UNITED S'1,%TES NATIONAL BANK OF OREGON, a national banking association, and that said instrument was signed in behalf of said association; and he acknowledged said instrument to be its voluntary act and deed. SUBSCRIRRU & SWORN to before me this / day of 1978 . Notary Pjblic for Oregon My commission expires: v w U crQ cc W ¢� 0 C Ile a m j 00LJ _ N LC 7 u e W , x cn N z F a t.i u /ry- J o LL W 2 g, fi°OO Nf Sbo00S M„Oi,Sbe00S� 3,LSob0 M Oi,S►e005 If 19 S 50 bb 95 Si - 1?09�� /'P h ,�6B9b0-v 92bL SiI29 99 4 0- Ylc oN 09 °. W r d 0 n N O 0 O co a ° �i O co O DJ O ut 0 3 0 W a. I 0 3 N v' r m _ 0 1- - r ; _ m � O 4 In 0 '06 66f1 006 a O v q -- - `-' z F•0f, N O N �' 0001 o6fci N NON .j r !l.0" eq ba M 2 ` O F J NF O 01 \ q •,. r J sora 0 `, O � °c! _ 96's' ~ � ►- C 6 f-moi- O Ln O o uj 3 - d wN 69 O 60C\j 99"1 ml Hopi Q lJ� ^ pi !p2/ .n ry _ 0011 k O N-50 N - �„D i Q[ /P &0. O N 1, 0 a n O LLl cz s !O'sa�slt O m r` N 3,Z C9'bf I Zr0Z 00 6 9j U f G o R,01 N: r Z► bb I ! V `. a 7: o rsm In d ptie eyb _ lo: m 0b O� 9A , A °8A Orn r- jo 'ls��i 2\f�, 8 0 OF C b�9 `K a� /�0 ti 6182 'c� O Q c P Ln r .\ Ol p n �A .•.p .y'l. d cn h I U C6 66 GODs O `m� 0 E. Vb `b9 C) ° � V 0 Ln 5�� \ ; o QOIr o; (� O 1! / 5 ~ `16 N 1r7 c0 L� O o0 b^b L11 a n 3 s 'i ON a a I to �p^°1t a cXl 40 O CI ► tf^ pmO w H II $ o O _ W 117 s �I 3 a D N s LL, -__�_�_YL 0vl IYO I 690x1 / 96if Qtlll 00019 NSn ,i01 S' z CJ _ \1tlON -a-0--iI 000 --¢ - 1 0 1u S , 009 1999 F n (D ..� O rn Cy' �'9frf to A 0 U7 O d, pO O .� F- u Ao 0 W O O ''�.�' \ 09 C7 C!7 S O °r <o �. 3 - lD �.l.b yl V1 U1 M 1 Y 0 N Li O ►. s f, ppp - N rD, MIS 91, _ 009 1989 Qf IILtlON �--, °3nN3 ' 4198 ^ Mr- 41 LI m lfLf�9b Li 0 A 03 EASEMENT KNOW ALL MEN BY THESE PRESENTS, That I, CATHALEEN HAMBACH, hereinafter termed grantor, in consideration of the foliowing: (a) cash consideration in the sum of $8,000.00 to be paid on execution hereof, and (b) additional work and materials necessary to complete the requirements set forth in the special conditions herein- after stated, all of said consideration to be furnished by GODWIN CONSTRUCTION CO., INC. , G. FERDINAND WARDIN, ROBERT WESTLUND, and WILLIAM A. GODWIN DEVELOPMENT CORPORATION, owners of Tax Lot 6400, tax map 2A 1 11AD, which abuts upon the west and south boundaries of arantor's tract described as Tax Lot 6300, tax map 2S 1 1.1.AD, all in Washington County, Oregon, do hereby grant, bargain, sell and convey unto the City of Tigard a municipality �f stage of Cregon, the perpetual right of way and easements hereinafter described, together with temporary rights of way and easements for the use during construction hereafter designated "temporary easements" for the following uses and purposes: 1. Perpetual easements: Unencumbered perpetual right-of-ways and easements for the purpose of constructing, reconstructing, operating, maintaining, Inspecting and repairing of underground sanitary and storm sewer lines, manholes and other appu- enances, together with the right to remove, as necessary, vegetation, foliage, trees and other obstructions within the easement areas but reserving to the grantor the title to the lands, subject to the easements, and the right t,, make such use thereof, except to construct buildings, as will Page 1 - EASEMENT not interfere with the uses and purposes of the easements, said easement areas being 7 1/2 feet on each side, when measured at right angles, of the following described center lines within the following designated premises: (a) Tax Lot 6300, tax map 2S 1 11AD, being grantor's ownership, in the SE 1/4 of the NE 1/4 of Section 11, T2S, R1W, W.M. , Washington County, Oregon: Beginning at a point south 890 05' 57" west 448.73 feet from a 5/8 inch iron rod marking the northwest corner of that certain tract of land described in Book 504, page 543, Washington County Deed Records, said point tieing on the south line of "Pinebrook Terrace" a duly rrcorded plat in Washington County, Oregon; thence south 020 19' 45" W 231.61. feet to a point; thence south 000 53' 54" E 300.07 feet; thence south 890 06' 03" West 145.00 feet; thence south 7.50 feet to a point on the south line of tract described in Book 504, page 543, Washington County P-ed Records; (b) Tax Lot 6300, tax map 2S 1 11AD, being grantor's ownership, in the SE 1/4 of the NE 1/4 of section 11, T2S, R1W, W.M. , Washington County, Oregon: Beginning at a point North 000 06, 07" east 236.89 feet from a 5/8 inch Iron rod marking the northwest corner of that certain tract of land described in Book 504, page 543, Washington County Deed Records, said point being on rhe south line of "Pinebrook Terrace" a duly recorded plat in Washington County, Oregon; thence north 880 2t' 07" east 440.00 feet- to a point. 2. Temporary Easements Temporary right of ingress, egress and regress, and use for construction purposes, of additional lands of grantor to terminate upon completion of sewer construction work within the permanent easement area, excepting and reserving to grantor the unencumbered enjoyment, use and preservation of all structures present upon the temporary ease•ient areas. (a) A strip of lam: 20 feet in width lying westerly of, along and with4.. 20 feet of the west line of the first above-deser{;jed perpetual easements and extending from the south line of grantor's lands to the north line thereof. (b) A strip of land 20 feet in w+ath lying northerly of, along and within 20 feet when measured at right angles, of: the perpetual easement above designated i(b) and extending from the west line of grantor's lands easterly to join with temporary easement above described herein and designated 2 (a) . Page 2 - EASEMENT 3. Special Conditionsc The owners of Tax Lot 6400, tax map 25 1 IIAO, for. the Lenefit of which tract and easements herein described are granted, an and for additional consideration for the granting of the ease- merits herein described shall furnish all work ane materials to accomplish the following: (a) `onstruct a 6'6" heighth permanent fence along each of the west and south lines of grantor's tract designated as Tax Lot 6300, tax map 25 1 11AD, to be completed within reasonable time after completion of construction of sewers within the per- manent easement areas above designatedt said fence to include 4' of hog wire, 4 strands of barbed wire, with steel posts set at 10' spacings. (b) Cause to have the residential structures on grantor's lands hooked up to the permanent sewer line to be constructed within perpetual easement area 1 (a) and to pay the hook-up chargee. (e) In the permanent construction and use of temporary construction area, reasonable care shall be exercised to avoid damage t.nd destruction of apple and other trees now subsisting on grantor's lands. The line to be constructed within perpetual. easement area 1 (b) shall be no less than 5' below the normal surface of the ground and no manholes shall be placed within cu3-- tivated fields. (d) Should it be necessary to cut and remove any brush or other growth from the easement areas, the debris resulting thr.re- from shall be removed and disposed of elsewhere and the easement area shall be left in a neat and workmanlike condition. All refilling shall be compacted and refilled after settling to re- Blore the pre-existing topography as nearly as practical so to do. 11.i:1c 3 - EASEMENT t All sewer lines constructed within the permanent easement areas shall meet the applicable standards and requirements of the Unified sewerage Agency, the City of Tigard and state of Oregon. Grantor does hereby warrant that she is the owner in fee simple of all lands involved in the above described easements, and has a good, legal right to grant the easements herein described, C� WITNESS the hand and seal of grantor this �� day of 1978. STATE 01' OREGON f/ / ) 9 6 County of (f r� On this � � day of 1970, personally appeared the above named Cathaleen H eibach and acknowledged the foregoing irstrument to be her voluntary act and deed. Before me: Notary Pubj1c for Oregon My Commission Expires: MY Commisslon Explree March" ACCEPTANCE 1081 The City 3f Tigard, pursuant to resolution of its City Council , hereby accepts the foregoing grants and agrees to perform or require the performance of all terms and conditions hereinabove set forth. CITY OF TIGARD By Mayor 0y - - City Recorder Page 4 - EASEMENT 0 cz CL m _ � N u_+ � + W a W N W z V) N 2 a u O J uo W i `v AVMH91 H T 1 ,S t0 M„OE,Sbuoos y bC Z£I 7R'99 ��' - '439918 --- O 1 — 7 o 0 co O M I 7 co 0 3 RG Ft 009 u •�-- B6£F.I WINO N '� g 0 Q ti ► 1 N W \ z l0 I - 96'f[ 9 ' I CID IKON m OD► N I N 0 N M � tQ titi � 0 r�\ „..0 e� -- P I I o. B�/15 6�1 , QQ 1 r n 2 9s. 'n v e bi. r eq �1 I o gPti Eby � � z + u 1 % 0 p x \O .t f' 'b P N a c u � 0 l O11.0ty-i W Ot Jl 5 ij Nm N mo N o til 90 001 h w d + lD � z L� ♦ lrl HlaON w i � '40991'9 in r< � v� cis ez e c too O 0 0 1 ( \ f!0Ii2F'�''}" OF T;§L Ilt',.I11"f.�J'_:iA; !►�!•, Tigard, M-egon March 13, 1978 Real. Est.nte Wvinlon Dopartmont of Cninmercc Commerce Building Salem, Oregon SCHECKLA PARK, WASHINGTON COUNTY, OREGON General Telephone Company of the Northwest, Inc. has t -n requested. to furnish verification of the availability of telephone facilities to you for the above named subdivision. Telephone servi.res provided by General Telephone for normal domestic use will be available at thc- lot line of each lot in the above named subdivision and will be ready for hookup at each lot at the time of Gale or Icanc. Telephone services will, of cuurcc, be proviied by General Telephono under the Adopted Itules and Regulations of. the Public Utility Commissioner of Oregon and the tariffs of the company on file with the Commissioner. Very truly yours, Frank h. Wo.lsky District EnglnFering and Construction Supervisur cf .1,r n I r I Vr•RLr,d �rlpl dlnl r.+y E Ira Urnur S • ren rrpr rl rin�nrrNnufy rngr; �er i i e!� C 7nT,4T 1'I INII.,NU 1.1 NI Nil fLI CI Ni[' � � ///�\��I.Nk•VfpONONIf40N LJL19?00C 6 l I l R' C l R A1,S W MCI SCNOLIS IINNY NO I ,l,N1. March 10 , 1978 Ms . Casey O 'Malley Title Insurance Co. of Oregon 12012 S . W . Canvon Rd . Beaverton, OR 97005 Dear Ms . O 'Malley: A•,ailabilit:y of E'ectric Service This will verify that electric service will be provided by Purtland General Electric Company to a point on the perimeter of each lot in your subdivision or to a point on the perimeter of your individual .lot located in Washington County and designated as 1_heckla Park Estates This elfctric service is available under PGE's filed tariff and will be a nominal single-phase., 120/240-volt, 3-wire, grounded service. The cost or obligation to the developer for the installation of this electric service will bekom determined /Charges for streetlighting, if any, installed, owned, and/or served by Portland General Electric will be reflected on the propert; tax rolls. "I" All tariffs, including those that govern installsation cost and monthly charges, are filed with the Public Utility Commi�ioner of oreg,ln. These tariffs, when approved by the Public.Utillty Commissioner, are subject to change without notice. If you have any questions, please call 14 e,t 643-5454 Ext. 359 % Sincerely, David � David Foglio ' Service Repre:;ent,_itive tm NORTI--IWEST �. NATURAL GAS COMPANY 123 N.W FLANDERS STREET POR rLAND.OREGON 97209 6011:26.0211 Date__ - March , _19/8 Title Insurance Co. of Oregon 'Atte: Casey O'Malley 12012 S.W. Canyon Road Beaverton, OR 97005 Dear Mr. O'Malley: This information is furnished i.n response to your request for a committment for natural gas service to your proposed subdivision located at Scheckla Park Estates - 68 lots S W Pinebrook St - S W Hall BLvd Timard,_Ure-gon Aor.thwest Natural Gas Company will provide natural gas service fcr normal domestic use in the above-des,�ri.bed subdivision and such service will be available at the lot line of each lot therein 'at or prior to the time of sale or lease thereof. Northwest ;Ia.tural Gas Company operates under *he jurisdiction and subject to the Rules and Regulations of the Public Utility Commis- sioner of Oregon. Service is provided pursuant to the Tariff (rates , rules and regulations) of the Company on file with the PUC. Such Tariff is subject to change as provided by law. The Company installs, owns and r aintai.ns all facilities up to and .including the meter pur- suarlt to 1.he previsions of such Tariff. Facilities beyond the meter are the responsibility of builder or owner. Copie.. of its rates, rules ana regulations and additional informatoci may be obtained by contacting the Company. Respectfully, 3" W' Carrell ager, Market Planning 9OU] US CITY OF TIGARD P.O. Box 23397 12420 S.W. Main Tigard, Oregon 97223 Febru,i ry 22, 1978 Bill Godwin 8820 SSV Dolph Street Portland, Oregon 97223 Re: Zone Change ZC 22-77 Dear b1r.. Godwin : Enclosed is a copy of Ordinance No. 78-4 which was approved by the Tigard City Council at their regular meeting of February 13, 1978 . Your request was approved with the following conditions as set; forth in the enclosed ordinance. 1 . That 15 feet of right-of-way be dedicated along the Hall Boulevard frontage for street improvement purposes . 2 . That ten feet of right-of.-way be dedicated along SW Sattler for street improvement purposes . 3. That a covenant be attached to the deed of any lots abutting SW Sattler Street and Hall boulevard re- stricting direct access to Sattler Street: and. Hall- Boulevard unless otherwise approved by the Tigard Planning Department . 4 . That the home on Tax Lot 6401 be allowed temporary access to Hall Boulevard until such time as the street which will provide access to this lot has been con- structed. 5. A storm water system plan and a water retention plan con-fo;•ming to Washington County standards be submitted to the Public Works Department prior to final plat approval . 6. That a half street improvement: to collector street standards be made on the SW Sattler Street frontage. No final plat will he recorded until. construction drawings have been approved by the Public Works Denn.rtment and the necessary bond filed, • - hage 2 Bill Godwin ' ruary 22, 1978 ?C 22-77 7. That a ten foot easement to the public with a six foot wide asphalt ,walkway be. provided adjacent the lot lines of Lots 19 and 20 for access to the "nature park" and the path continue throuf,flh the park to connect with SSV 89th Avenue. 8. Street intersections within the plat be . aligned to inter- sect as close as possible at 90 degree angles . 9. Dedicate to the city the 61 ,000 square foot nature park located in the northwest corner of the parcel. 10. That the paths as shown on the general plan be deltted between Lots 7, 8, 13 and 36 and 37. 11 . A design plan for utilizing on-site trees in the incorporation of playground equipment for the park area be submitted to design review. 12. That the design of the landscape island in the southwest corner of the parcel be handled during the platting of the development . 1.3. A design p.an be submitted for design review approval which shows the exact location of the pedestrian path in the park area, the dimensions of the path , and materials to be incorporated in the construction of the path, to in- clude provisions for traversing the drainage Swale within the park area. ,i _'d .." That Lots 13, 14 and lb mayXe developed on a half street section , }�cav�icl. 4 that-- R2 -st-reet a � }�e• " ��`ria;•• wa *r a4*-wouI --be lacnttrd- 0' ) tf you have any questions regarding this matter, please feel free to contact me or the Planning Department . Sincerely, A�/is t '� City Recorder Enclosure NOTE : The following acknowledgment must be received by the City of Tigard within fourteen ( 14) days; of your rereipt of this letter. Failure to return this acknowledgment may result in action by the City of Tigard. ZC 22-77 " • Page 3 Bill Godwin Februnry 22, 1978 .4 I hereby acknowledge' this letter documenting the action of the Tigard City Council . I have received and read this letter and I agree to the decision herd documented and to abide by any terms -and/or conditions attached. 4 1 51[;natUr(' L � 7bs Da e cc : Francais Scheckla . CI'T'YF d TIGARQ P.O. Box 23397 12420 S.W. Main Tigard, Oregon 97223 February 22, 1978 J e-LA Bill Godwin 8820 SW Dolph Street Portland, Oregon 97223 Re : Zone Change 72 22-77 Dear %Ir. Godwin : Enclosed is a copy of Ordinance No. 78-4 which was approved by the Tigard City Council at their regular meeting of February 13, 1978. Your request was approved with the following conditions as set forth in the enclosed ordinance. 1. That 15 feet of right-of-way be dedicated along the Hall Boulevard frontage for, street improvement purposes . 2 . That ten feet of right-of-way be dedicated along SW Sattler for street improvement purposes . 3. That a covenant be attached to the deed of any lots abutting SW Sattler Street and Hall Boulevard .re- stricting direct access to Sattler Street and Hall Boulevard unless otherwise approved by the Tigard Planning Department . 4. That the home on Tax Lot 6401 be allowed temporary access to Hall. Boulevard until such time as the street which will provide acco ; to this lot has been ion- str.ucted. 5. A storm water system plan and a water retention plan conforming to Washington County standards be submitted to the Public Works Depa.rtrent prior to final plat approval . L-"' 6 . That a half street improvement to collector street standards be made on the SW Settler Street frontage. No final plat will be recorded until construction drawings have been approved by the Public Works Department and A e necessary bond filed. Page 2 Bill Godwin February 22 , 1978 ZC ' 22-77 That foot easement to the public with a six foot wide, spha t alkway be provided adjacent the lot lines of_Lots and 20 for access to the "nature park" and the path continue through the park to connect with SW 39th Avenue . S . Street intersections within the plat be aligned to inter- sect as close as possible at 90 degree angles . L--t . Dedicate to the city the 61 , 000 square foot nature park located in the northwest corner of the parcel . X10 . That the paths as shown on the general plan be delted between Lots 7 , 8, 13 and 36 and 37. A design plan for utilizing on-site trees in the incorporat '..on � cf playground equipment for the park area be submitted to design review. 12. That the design of the landscape island in the southwest corner of the parcel be handled during the platting of the development . 13. A design plan be submitted for design review approval which shows the exact location of the pedestrian path in the park area, the dimensions of the path , and materials to be incorporated in the construction of the path , to in- clude provisions for traversing; the drainage swal.e within the park area.. 14 . That Lots 13 , 14 and 15 may be developed on a half street section , provided that a 24' street pavement section be ! . added, sidewalk would be located on a private easement .*"" If: you have any questions regarding this matter , please fee]. free to contact me or the Planning Department . J Sincerely , 0 sl IIr3' isx 1fa'X'CY r`E21, 1' do City Recorder � Dl:/pjr v Enclosure N "rE : The following acknowledgment must be received by the City of Tigard within fourteen ( 14 ) clays of your receipt of this letter. Failure to return this .acknowledgment may result in action by the City or Tigard. CITY A , C OF TIG RD P.O. B o x 23397 12420 S.W. Main Tigard, Oregon 97223 RF December 12 , lea J 77 4/ ��O � /Tr 1 �J16 Bill Godwin of T/G4RD 8320 S.W. Dolph Street Portland, Oregon 97223 Re : Zone Change ZC 22-77 Dear Mr. Godwin: The Tigard Planning Commission on December 6 , 1977 has voted to rec- ommend to the City Council that the above-referenced matter be ap- proved subject to conditions listed below. 1. That 1.5 feet of right-of-way be dedicated along the Hall Boulevard frontage for street improvement purposes . G 2 . That ten feet of right-of-way be dedicated along S .W. Sat- tler for street improvement purposes. 3. That a covenant be attached to the deed of any lots abut- ting S .W. Sattler Street and Hall Boulevard restricting direct access to Sattler Street and Hall Boulevard unless otherwise approved by the Tigard Planning Department. 4 . That the home "ax Lot 6401 be allowed temporary access to Hall Boule until such time as the street which will provide access _o this lot has been constructed. k 5 . A storm water system plan and a water retention plan con- forming to Washington County standards be submitted to the Public Works Department prior to final plat approval . 6 . That a half street improvement to collector street stand- ards be made on the S .W. Sattler Street frontage . No final plat will be recorded until construction drawings have been approved by the Public Works Department and the n.eces- sa.ry bond filed. 7. That a ten foot easement to the public with a six foot wide asphalt walkway be provided adjacent the lot lines of Lots 1.9 and 20 for access to the "nature park" End the path continue through the park to connect with S.W. 89th Avenue. Bill Godwin 7,C 22-77 December 12 , 1977 Page 2 , .- 8 . Street intersections within th- plat be aligned to inter- sect as closes as possible at 90 degree angles . 9 . Dedicate to the city the 61,000 square foot nature park located in the northwest corner of the parcel . 10 . That the paths as shown on the general. plan be deleted be- tween Lots 7, 8, 13 and 36 and 37. 11. A design plan for utilizing on-site trees in the incorpora-` tion of playground equipment for the park area be submit- ted to design review. 12 . Ti:at the design of the landscape island in the southwest cor.n`r of the parcel be handled during the plattinq stage of the development. I\1 A rlc-�si n p1-an b� :� ;b ~itted for , g design r�.vi.,.w approval / which shows the exact location of the pedestrian path in the park area, the dimensions of the path, and materials to be incorporated in the construction of the path , to in- elude provisions for traversing the drainage Swale within the park area. This recommendation has been written in ordinance form and will be considered by the City Council at its January 23, 1978 meeting, Fowler Junior High School , Lecture Room, 10865 S .W. Walnut Street, 8 : 00 p.m. At that time the City Council has the following options : approve, modify, deny, remand back to the Planning Commission or determine to hold s hearing on the record established at the Plan- ning Commission. No additional testimony will -be taken by the Council at its meeting. You will be provided written notice of the Council 's action . Sincerely, Join Laws A.tsociate Planner 1 JL/jh cc: Francis Scheckla , R. L. Drinkwater Enclosures CITY OF TIGARD P O. Box 23397 12420 S.W. Main, Tigard, Oregon 97223 August 5 , 1.977 Bruce Bergey 19285 S.W . Tualatin Valley 11ighway -Aloha, Oregon 97005 Dear Mr. Bergey : Re : Zone Change 22-77 Please be advised that the Tigard Planning Commission at their regu- lar meeting of August 2 , 1977 approved your request for preliminary plan and program review of a proposed residential planed development of a 16 acre parcel on S .W. Sattler Road. This approv 1 is subject to the following conditions : 1 . That the applicant revise his planned development to include the 200 by 540 foot wide parcel located in the southeast corner of the lot and that a proposed lotting pattern for this area, as well as a street system designed to provide access to those lots , be submitted as part of the general plan and program. 2 . That the applicant obtain from the owner of the 200 by 540 foot wide parcel a written consent for having this area be included in the final plat . 3. That cross sectional diagrams showing the proposed standards for the street system be submitted with the general plan and program. 4 . That a survey showing the location of the major trees on the site be submitted with the general plan and program. 5 . That the lotting pattern be revised to meet a mi of width of 50 feet at the property line and no more tha 61 .units be allowed (exclusive of illegally partitioned are j nd athat the lor-1 street have a minimum paving width of 28 feet . 6 . That ten feet of right-of-way be dedicated along S .W . Hall Boulpvard for street impvoement purposes (unless the NPO #5 Plan becomes official prior to adoption of thi:.. zone change) . Bruce Bergey august 5, 1977 nu ge 2 � . That ten feet of right-of-way be dedicated along S .W . Sattler for street improvement purposes . o . That a covenant be attached to the deed of any lots abutting S .W. Sattler Street restricting direct access to Sattler Street unless otherwise approved by the Tigard Planning Department . 9 . A storm water system plan and a water retention plan be submit- ted to the Public Works Department prior to submission for gen- eral plan and program review. 10 . That a half street improvement to collector street standards be made on the S .W. Sattler Street frontage. No final plat will be recorded until construction drawings have been approved by the Public Works Department and the necessary bond filed. 11. That a ten :foot easement to the public with a six foot wide �'grav-e�•alkway be provided adjacent the lot lines of Lots 40 ta4"i-•-47 for access to the "nature park" and the path continue through the park to connect with S .W. 89th Avenuc . usoeAt. 12 . Street intersections within the plat be aligned to intersect �►. as close as possible at 90 degree angles . ee R c13. Dedicate to the City the 61 , 000 square foot nature park located in the northwest corner of the parcel . -Z 14 . That the minimum lot size be 6, 000 square feet . 15 . ..:at an active play area with suitable play equipment be incor- porated in the planned development . If we can be of further assistance , please do not hesitate to contact me at this office . Sincerely, John Laws Associate Planner JIB/j h Enclosurn cc : Cla-ence Scheckla Note : The following acknowledgment must be received by the City of Tigard within fourteen ( 14) days of your receipt of this let- ter. Failure to return this acknowledgment may result in ac- tion by the City of Tigard. tray 13. 1977 Bruce Bergey In regards to the proposed preliminary plat for the 16 acre parcel between S.W. Sattler Road and S.W. -Pinebrook Streetp east of S.W. 89th Avenue. Please be advised that the Plenning Director has determined that platting and modification of the drainage way is undesirable and contrary to the policies of the Tigard Commwiity elan, 1971. A revised lotting pattern as a Planned Unit Development with retention of the drainage way and wooded area as an open eecreation space would be more acceptable. If,-A._complete application is received by this office by May 192 1977 a public hearing on a preliminarry plan can be heard" by the Planning Commission on STM - 7: All epprbvels for construction could be achieved`-'Frior to Au ust 1977. -G City 9 of Tigard INSPECTION REQUEST for , INSPECTION IME :___1&!1__ PERMIT NO. : . DATE: .._LL--- DATE ISSUED:_----- OWNERS A 0 D R E S S : /_,5S 76 0_,,�• �t1. S�� - � ._.. ._ CONTRACTOR *LI LT: •f Y SKETCH: I I INSPECTOR I1" L : Attach supplemental test J010 he' �l1 Y. < co cr. of LLJ > 0 0 cr CL < L4J C) Lo Y. < 0 cr > W 0 Ll cn f'L cr) ton (x cr L) w M : T < XI t(l) Cl) T, Z t-- o z < C) t -- w C%j C%j i -A -V 1 > C) w V) ir o 03 N n. 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(v L li ODO \ -.'r > rf (n Z O cr — F- Q Q V) P J 0 a w Z v u- Z X m O_ — O Q _� W V) Z �" co Q 0 V LL id LL -� O A O w a — N a n 7_ d ►� ,. !n z_ N o to I 11j s , p M • � A O W 1 J N --- co J O cr � Z X O a rr) Ir d li Q O N W O vi U -• j:; J r2 ?" L<Lo �:.a a J z `a. oz a rILI a itil W Q9 Q Q G) I., .'� in f t� z fr. w w O 1 U Q Q :d :':1• O w cn 0m2 W V 4 � T C ay DALE'S SAND AND U.7d_L CO., INC. 18600 S. W. PACI I' NWY. SHERWOOD, OREGON 91140 QUANTITY .i� ...1 ::rer:rg and : r f-- C(r.;T P.LLFWAL DALE'S SAND hiW '.,vi1LL CO., INC. 18600 S. 1"1. PACIFIC H'NY. Fc_a SHERWID, OREGON 91140 A_ CKL ? 1 a r r.� T11T ., 5 UNIT 0A77 I :oncreta- Pips CL. I I 1 6y) LI. . rf*; J, . 1t� TZ �.2 ",cnc::ta Pipe :II 5 ,c G r c 27" ' :or.cret. Pip- U. III ?� L• ! f)� i 1� ter, - Ccr.crst .``Pips :L. :II GL-3 5 Concrete Pi o II ?spa I.I s L " /•(RC1 C'C�� OC% =.' Challo. :�anholsa 5 arr. �GO 176 Cf` Standar c. '1anhc:.s ? ach ^sx)- 1« C C ,tom..►._ C tanJar: L^.1st t ,:�cn °0 �' ' ,�_Gt P• Ctan sre curb initts 23 _acn ?i►i•, 0�T �, SCG.• .,i =... n,a,.•nh � =ncas-Want -• v 3��� .. .CSO � , � �,•. fir, :rtnch --xca 3ticn 2;4G .Y. _L• pa � `1 f C' :st;ention Pan: i Crific_ All .id . y• A ,:mi) :gym •� .truct4r-s 5 rites. Inlets14 lap tc CXi t Cf _._7.2 C'.r_. t( Dl',I FS WaW L W, ING. Pm PWAL 18GOO S. V1, PACIFIC H4VY. SIINVUlA OR.(1,0N WHO c RA �GY ,ri „� .. STAT S !c, UNIT 3:.5C& .lQl LUL 1C2",L ,r X,TS'OY afr" Car 1 :oncrcte Serer Pipe 4179 L.7. f 0 !j T-f- C.L- 2 : .: roncrettee 5--.+er Pipe 301.1 L.°. ^-.3 Zees t" x 511 54 =ach Y' Arts f," x 5" 7 :ach �v "•5 `:tanr.,iri X%nhcl. 22 -act: :na::a :.rcp Unhole :.ach ;.T 'Tench ..xcavation 3e69 "acr'in i "ncaeemont :.4:l: ` . = Pavement Restortt;cn ,11 'eq. Lumr, Sun .uctili Iron Pips '•" CL.50 :3� a �•��chan:ca'. P1,,� :Sscn'blies �.. 7) . 0 :S "otal of -lection C E ('.Ardai F1�.1res; • //�� p +� AND GRAVEL CO., ING. 18WO S. W. PACIFIC NWY. u SHERWOOD, OREGON 91110 `f� D. W ►•{Qz% 0 YS 1 V- 1 Q VANITY. V N rr Fo fhL. _ D. 1 !2" DI 04152 1 '170' 1560 C' 22,050.oe Q•2 $ " D I a S2 1170' 10.00 117C'0 -" D.3 G " DI Ce 52 1.00 14000-C D•'F . 12' acv 3 c U. 550.6 16,507 D-5 . 1*1?" MJ C"s ! ca. 275 00 77�; D Mu ov 4Ga 1-3c70°p 112-00-11, D.7 $ ~ MJ C ft� 200.00 Soo,`,r D-5 $'x a` MJ' TSE 2 m 150.00 5closoG D. 9 15x G-SEES KE•D Qa. 20.0° 1 R).oc, D.10. 2" M1 CAP TAPT 2 5p,°° 150 D.1 l 8 " M7 UND _. _ CP ALa 5 o` D.12 6 * M 7 6vV ..... _ � 6 eG . '2.00. D. 13 Co . M J .T '2 120.°o '4_10.0c) D. I+ 6 00MJ CAP TTA PT 2 50.°° 7_60. °° t�.1�v FH AGeBLY. 8 1000.01, 0.17 P-o C K B/F 23007 Cy 6.0* 13�,� •c�� TOTAL. C oil POW tgoT {N CL�Ux. q c-:'KV f C ',. VMr• ..r/.iWry'MW� r 186G0 S, 1`J. F'ACIi;(; HWY. SH.�I1",GUii �;kG�ifl 91140 . 2.3 • :. 1. -''. _j 1 a C� D. WATEK 9 57EM . 77, 1455 ro 1 :7AL FIVE _J13c. ff 76LC,f,ul.fil�(( C"t x� A vERa V)Aef)lu, AUrN1)1v1i0(ML 1206B¢T WESTLWUD, Au =ti�d►v�oc�►�►.., C,IDcviN 0&PSr UCr7,oAu lo, Au URGGOIJ oolo 'wnvpj� (,WILAAAm A. GoOwnu Ds-v coPXmwx.,r =lue.j pu Oke-60& / SUBDIVISION COMPLIANCE AGREEMENT THIS AGREEMENT dated the day of , 19�` between the CITY OF TIGARD, a municipality of. Oregon, hereinafter termed the "City", and hereinafter termed 'Petitioner". ;1ITNESSETH : WPERrAS, Petitioner has applied to the City for approval for filing in Washington County, a subdivision plat known as located _�grnn�y,� I ) Tem P i c`t> > Willamette Meridian, Washingt n County, Oregon;—and WHEREAS, the City of Tigard Subdivision Ordinance requires the subdivider to Install streets, sidewalks, street lights, storm sewers, sanitary sewers, underground utilities and other public facilities for the development and requires the payment of fees; and WHEREAS, the City has approved and adopted the standard specifications for Public. Works conch;-+uctiou by APWA Oregon Chapter and the Unified Sewerage specifications for the sanitary sewers prepared by professional engineers for subdivision development; and WHEREAS, the public :improvQments required to be constructed or placed in petitioner. ':, development are incomplete, but petitioner has noneth less requested the City to permit progressive occupanry ane; use of property in -he subdivision, and the parties desire hereby to protect the public interest generPlly and prospective purchasers of lots in said subdivision by legally enforceable assurances that the public improvements will he installed as required and compl.eced within the time hereinafter set forth. NOW, THEREFORE, in consfieration of the foisgoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties, IT IS HEREBY AGREED AS F'OLLOWSs (1 ) Petitioner shall proceed with the ,Ievelopment, with the intent and put-pose to complete all public improvements except sidewalks and street trees of said subdiv ..sion not tater than two (2) years; from the date of this agreement, and Petitioner is hereby bound to comply with all subdivision standards as set forth in said Subdivision . -dinance and the standard specification adopted by the City of Tigard, or as may be otherwise approved by the Public Works Department and to use only such material and to follow such designs as may be required to conform thereto. (2) To assure compliance with the City's requirements and the provisions hereof, Petitioner tenders herewith to the City a surety bond in form approved by the City, with liability in the amount of $ S X, 1�, UU _ a copy whereof is hereto attached and by this reference made a part hereof t (3) In the event that Petitioner shall fail, neglect or refuse to proceed witn the work in an orderly and progressive manner to assure completion within the time limit3, upon ten ( 10 days' notice by the Ctty to Petitioner and Petitioner's surf ties, and :uch default and f&ilure to proceed coc►tinuing thereafter, the City may at its' option proceed to have the work completed and charge the costs thereof against Petitioner and Petitioner's sureties and in the event came be not: paid, to bring an action on the said bond to recr>ver FIERINEWA 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, bath in the Trial Court and Appellate Court, if any, or the City may, at its' option, bring proceedings to enforce against the Petitioner and/or Petitioner's sureties specific performance of the contract and compliance with the subdivision standards and ordinances of the City of Tigard, and in such event, in like manner, the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City's Attorney's fees and costs, both in the Trial Court ano Appellate Court, if any. (4) Pet-tioner, concurrer_t with the execution hereof, has deposited with the Citv an amount estimated to equal rental and maintenance fees with respect to the street lighting. facilities -within ' ' XWthe subdivision, According to Portland General Electric Schedule 091, Option B, together with a further sum equal to the estimated cost of providing electrical energy to energize the street lighting facilities for a period of two (2) years from the date of initial energizing of said lights. Said amount being $� (5) The City agrees to make and provide periodic and final inspections which in t.!-e City's interest are desirable to assure compliance herewith, in consideration whereof the Petit:ior,er ha3 paid prescribed inspection fees. * (6) The City agrees to install street identification and traffic signs witl-A.n tl-,. said subdivision, in consideration of payment in the amount of $ 455,44 (',`) At such time as all public improvements except sidewalks and street trees within the subdivision have been coripl.eted in accordance with the City's requirements, Petitioner shall. notify the City of the readiness for final inspection and upon certification by the Department of Public Works that all requirements of the City have been met, the Petitioner will submit to the City a good and sufficient maintenance Land, if not already provided with the performance bond, form approved by the City in the sum of $_ 1IZ 3 40.00 to provide for correction of any defective work or maintenance becoming apparent or arising within one (1) year after final acceptance of the public improvements by the City. (B) Upon receipt of certification by the Department of Public Works that all requirements have been met a-id a One Year Maintenance Bond, the City Council agr.ces to accept the public improvements, Uabject to the requirements for correction of deficiencies and maintenance for a period of one year as hereinabcve set. forth. (9) That in addition to or supplementary of the requir.ementu of the City's Subdi.viston. Ordinance and the provisions hereof, Petitioner hinds itself to conform to the following requirements, scheduling and limitations: (a) None of the Lots of petitioner's subdivision as described may be occupied for residential purposes ur_ti.l an occupancy permit Is issued under authority of the City and no occupancy permit shall he issued prior to the acceptance of the subdivision and to the time that the .sidevalk 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 throught said subdivislon not later t:har, 3 years from the date of this Subdivision Improvement Contract. * Project Fee $_�[,4�5, 7e) Sewer Fee $ 60Plo.PD .2 i (b) All landscaping ?:sees on that portion of each lot between the public sidewalks and the curd (parking area) as required, shall be planted and in place prior to final inspection and issuance of occupancy permit for each such lot in the sutdivision. Provided that final {n pection and applicant for occupancy permit occurs icithin any calendar month from October: to April. of any year, such plantings may be deferred until the next fo'_lowing growing seascn,. !nany event, all landscaping trees in all areas shall be planted and 'n place w:.thin the entire subdivision within three (3) years .from the date of thin subdivision improvement contract. (c) Within one (1) year of acceptance of the public improvements the petitioner agrees to place a one (1) inch asphaltic concrete Class "C" overlay on all roads within the development. (d) Compliance= with all terms and provisions specified theretofor said subdiv' zi. )-i (!,V�AQp11*nt by the Council and the planning Commission of the City of Tigard, Oregon, !-,�Rrvrd to variances allowed from the subdivision orrUnance, conditions speciflit" i:y the zore uge classification ard, also, nn the approved plat(s) and plan(s). 030 The parties hereto 1^e.reby adopt the form of performance bond, copy whereof is hereto attached and by reference trade a part hereof, and petitioner agrees to cause to have said bone. t-,xecuted and filed with the City concurrently with the execution of this agreement. at or prior to the title this agreement is executed on behalf of the City. (11) 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 ehall be entitled to recourse thereto in the event of default on the part of. the Petittoner with respect to ar.y requirement thereof. IN WITNESS WHEREOF, Petitioner. acting �v and through its duly authorized under- signed officer, pursuar,'; to resolution of its Board of Directors has caused this agreement to be executed, and the City acting pursuant to resolution of its Council adopted at a Meeting thereof duly and regularly held on the day of _ , 19� , ba.s caused this ay,reement.to be be executed by its' Mayor and Recorder. (,0DW)V O&AA712u�rrc� CO. �u� WulAm A. 600100) DEWWPIMMT 1AX1, Fly +� By: �� ' 1 THE CITY OF TIGARD, OREGON F��D WA(U)10 By: Mayor ."'...._._._. __ By: Rer_order �t`e_�714 L�ARt�ir�� ��,; S�UDIV14t7AL� IC06��T �UES7'CutiD, gtilti'OivA�i�4e � �jOUu� tis CC& : irCt 770N Cc). , Ail., '))U- 0Ati, 1/1tiCftIM77t`A) lVattom A 1,rowA; r jpe,� AA. CASIi BOM ESCROW AGRELI,' �T THIS AGREET?ENT, made this day of 1_ 9 , between the CITY OF TIGARD, hereinafter termed the "CITY", and `� , hereinafter termed the "PRIT�IC „ , F and hereinafter termed the "B _. (Assoc ia ion 7� W I T N E S S E T H : dHEREAS, the Principal has heretofore executed a Subdivision Compliance Agreement, with respErCt to the development, construction and im r.ov me t oA a es' dential s -,division within the City Enol,,m as S � , a copy of said agreement to;;ether 1,7itT h a par i .cular e , al escr p _on of said lands 'being attached hereto and by reference made a part hereof: and t,HEREA.S, the Principal has proposed to the CitV that there be entrusted to the Bank the surn of 15,06. Q in . QQ as a cash performance bond to assure the City that a.li rtq;iirements of said Subdivision Compliance Agreement shall. be properly and timely performed and to assure that the costs thereof shell be timely paid and all requirements thereof met; and "HEREAS, the Bank has anreed to ke title to and held in a trubt capacity the sum of ^' 2,and hareby acknowledl;es custody thereofo e hela pL suan o ze terms and provisions of said Subdivision Compliance A,;reement as hereto attached, and it is desired hereby to set forth and define the conditions applicable to said bond. NOW, THEREFORE;, if the Principal shall faithfully observe and timely comply with all requi,^ements of said Subdivision Compliance Agreement and all ordinances ari, re F-zlations applicable to said sub- division, and if. the Principal shell well and truly perform all matters and things undertaker thereby an6 hereby to be performed a.zd shall promptly make payment to all persons supplyin[; labor or material. for any prosecution of the work, and if the Principal shall not permit any lien or claim to be filed or prosecuted ar,iinst 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 Rind and the State Unemployment Compensation Fund , and shall promptly as due make payment to the person, co--partnership, association or corporation entitled thereto of the monies mentioned in Chapters 279. 320 and 279.510 O.R.S. and shall promptly comply with all withholding; and pays,,^ t requirements of Chapters 316.162 to 316.212 O.R.S. with respect to the collection of taxes at source, then upon full completion of all work and the furnishing of evidence sauisfactory to the City that all requirements hereof have been fulfilled, and if the Principal shall execute and deliver to the City the Maintenance Bond descr,.bed in said Subdivision Compliance Agreement, then the Bank shall thereupon release to the Principal the said cash bond deposit: PROVIDED, however, that the obligations hereof shall not apply to any money loaned or advanced to the Principal Or to any subcontra^tor Page 2 - Cash Bond Esc,.,)w Ai reement or other person in the performance of any such work d1lether specifically provided for by contract or otherwise, IF, however, the Principal shall fail to literally comply with all requirements of said Subdivision Compliance AFrreernent and all the requirements hereof, or shall in any particular perform the work in a defective runner, upon 10 d,,jys notice by the City to the Principal and such default or failure continuing thereafter, the ("ity is hereby authorized to have said work per.Forrr)ed or the requirement; of -the Subdivision Compliance Agreement brourrht into conformity with the terms thereof and ;,rith the City 's ordinances and rer�ulations, and the City shall be, and it is hereby, authorized to charge the sairie against the entrusted cash deposit and. the Bank agrees to pay therefrom all amounts certified by the City to be chargeable thereto. 1Jothin[r herein con- tained shall be construed to constitute acceptance by the City of any responsibility for maintenance of the improvements nor shall the City by reason thereof become obli,;ated to any person or property o,;mer for any loss or damage arising; by reason of the manner in which said improvements were constructed. Further, the City be, and it is hereby, authorized in addition to the fore;oinF, in the event of such default on the part of the Principal to charge against said furds all costs incurred by -the City incll..idinr- Attorney 's fees in e�:actinL compliance therewith or hereti-rith, and the Bank agrees to disburse said funds llor said purposes upon cert.i..fica.tion thereof by the City. Upon fulfillment of the forer;oing .in accordance with the terms and provisions hereof, the City a;_;rees to furnish a certificate of release of said deposit or such portions thereof as shall. remain after fu]_fi11_- ment of the requirements hereof. IN ',IITNESS 'WHEREOF, the City under ai.athority of resoll.1tion of its Cit ,' Council has caused this agreement to be executed by its Mayor and City Recorder, and the Principal and the Bank have affixed. their corporate signatures on the day and year .first hereinabove written. CI'T'Y: CITY OF TIGAAD, OREGON By: Mayor By: eco`r.�Qr Page 3 - Cash Bond Escrow Agreement: PRINCIPAL: (Attached Corporate F6-k'P WAVD)A) 13y: Acknowledp;ment, here. ) lZO(9 ere. )RO(9 1. SRuA)O Y . LL119 it A. G-ODW 1v EiANK--ASSCICI.ATION :__ BY by�._.......�.._..,._ _..__..._..._._. ..._.,�...... rr p O)AU10u, AAj TiCbVIDOAL ; Co6erIC7- CQ:7ST-r_cj,n, t}N rNDiUIN419L� (>r�AUJrrV c Lid L/IZCL^��� CO PCV�AT��IJ �()rtLrN�1 A �iO4Wrh� �b-L'EZCf'Y r�x,rTpc! r A&) �„UN.1.. T111dC'T1�A.' c. � CASH BOM ESCROW AGREE.,i_.uT THIS AGREE..=, made this day of :1.9, , between the CITY OF TIGARD, liereinafter termed the "CITY01, and hereinafter termed the 11PRiNC PA ., 1 , and hereinafter termed Me 11BAITr 11 Association WITiTF' SSETH : 1.'HEREAS, the Principal has heretofore executer-'. a Subdivision Compliance Agreem( A, with respect to the development, construction anc' improvement of a residential subdivision within the City knovn as r LQ 8 Qk6'5M7 T c , a copy of said a reeement together �l � i. a particular ega_ eccrip ion of said lands being attached hereto and by reference made a part hereof: and '.,�IEREAS, the Principal has proposed to the City that-7the e be entr>>sted to the Bank the sum of <'' la al as a cash performance bond. to assure the i 3 fiqu ire o said Subdivision Compliance Agreement shall be properly and timely performed and to assure that the costs thereof shall be timely paid and all requirements thereof met; and ;'HEREAS, the Bank has agreed to t ke tit�_e to and hold in a trust capacity the sum of 'IRSand hereby ackno`aledr,es custody .T ereoo be e pursuant to-The terms and provisions of said Subdivision Compliance Arreemen1 as hereto attached, and it is desired hereby to set forth and define the conditions applicable to said bond. NOW, THEREFORE, if the Principal shall faithfully observe and timely comply with all requirements of said Subdivision Compliance Agg reement and all ordinances and re ^alations applicable to said sub- division, and if the Principal shall ,vell and truly perform all matters and things undertaken thereby and hereby to be performed and shall. promptly make riyment to all persons supplyinf, labor or material for any 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 furitshed, and if the Principal shat.= promptly pay all contributions or amounts due trio State Industrial Accident Fund and the State Unemployment Compensation Fund, and shall promptly as due make payment to the person, co-partnership, association or corporation entitled thereto of the monies mentioned in Chapters 279. 320 and 279.5),10 O.R.S. and s;all promptly comply with all withholdin,7 and payment requirements of Chapters 316..162 to 316.212 O.►.S. with respect to the collection of taxes at soiirce, then upon full completion of all work and yh? furnishing of evidence satisfactory to the City that all requirements hereof have been fulfilled, and if the Principal shall execute and deliver to the City the Nai.ntenance Bond described in said Subdivision Compliance Agreement, then the Bank shall thereupon release to the Principal the said cash bond deposit: PROVIDED, :iowever, that the obligations hereof shall not apply to any money loaned or advanced to the Principal (-)r t,-) any subcontractor -CA AW f , Y SATT T LE P rAt re)r 3 vow N • vraW ►VAt.r s i /vyt rte' i - ) -••- vlb�LK �J .� i tl :�3 cc vn/ 7NE !?,'t y Mr U 7 A U "A ` I E c_. 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CHANSI AND RiAGON OAtd «IO CMK6 A►10 A/►0 pMj -- — / I• mumI rl'I�II�Ln 11III1' I'llll�l'lll n 1111 Jill �11,11I,I�III,I,II����I1�, r NOTE: IF THIS MICROFILMED 2 3 4 5 8 7 8 A 10 II 12 DRAWING IS LESS CLEAR THAN THIS NOT ISS-IT IS DUE TO �.- D* QUALITY OF THE ORIGINAL , ..,_ RAWING. Of 62 92 LZ 9? %z rt EZ ZZ 13 02 61 9I LI 91 'SI bl EI z 11 01 6i 0 L • 1t 1 E r ,,,.A"'' N11111nlulll,ll,11„II„►��,1),h,,11,1► JIIIunIIn�hI,III,N�NN6�N�,,{rIN„IIUIII„Ilnulutil►n11u111u�11uH�NlllurllNNl►,1111► �finill►,Iu:1Hn�111111Iuliudinllllnb�ulNll�w�it nl,nllnulllllllullnllbwl�Wllll�llllll!lI�ILUIl1UI1111t1WIlIH JULY 6 1992 ,a NORTHWEST NATURAL GAS COMPANY TAX CODE MAINSKETCH 17 19 8 In g \ J'O r • 20 ��♦ \ 21 ♦ / s s O+DO 1 I22 � � tb _ _ r = UNDERGROUND '- PHONE PRESSURE RATING & X-RAY 00 r 12 L ` WATER - C - I 5.5, L- \ 15 — — ' SEWER - TEST PRv.SWRE r PSIG 123 ' t 1 , POWER Tf0T DURAT4QA 4 L� p PHONE - WELDS TO N X,-RAYED _J 1.7 DESIGN PRESS JAE rJ_--PSiG 00 I o ao FEB 0 61979 I M.A.0.P. O 24 p r ^ (n d Z NORMAL OPER. PRESS. ``• ,t-- PlfIG + O , I t 4 / N _ DATE -M-7 f CITY, CSF, TIGAR o x ; r ENQR. Man +=o I , . , o / I _ 2+(W) •�, hh / 9 �3 i 7 1 6 — T s I q 1 +10 � z I 2 1 1 T — e�9 67 SA �� � r 3f24 Q '24 I 5.5� r-- t I / INSTALL MAIN FEET Of FEET OF f. A"NDON MAIN FEET OF FF.E T OF ' L �,.J - • �+ �� / �J1 1 r y .. TYPE COATINGS: PIPE �O NTS FITTINGS 1 I O �► A L.PST 0`U0 ' ,1•(yah INSTALL SERVICE FEET OF INSTALL �_ ANODES: Z4 (.0 I / ��♦ • • rrm =Lrrrrrrmrnrmw � f 2S •• r• 20M 1 t (w) A46-20 \ \I 26 0, - � �'• irrrrrr 1 _ST' � _ bb ry INSTALLED MAIN FEET OF FEET OF �° I► S. 1 L I NG 1 �, i o+0 1 — — — — �C 27 s • , ' 1 w F- ABANDONED MAIN . FEET OF FEET OF " i y�C 2g S , 1 � t 5'5 L �" TYPE COATINGS: PIPE JOINTS FITTINGS 0 46 _ _ r Q 56— — r U INSTALLED SERVICE FEET OF INSTALLED ANODES: _ ~�� 29 I r 1 .- -- `S5— j� DATE COMPLETED SIGNED 43 r 1„ � �� ��• (WRITE ADDIT10NAL INFORMATION ON SKETCH) CREW LEADER / Oe ! 44 I 1 I 13 Q 64 42 _ — 45 47 1 57 1^ 00 r, �' _ ` i Z i — — I MEASURED DATE SCALE i // 00aJ , - G5 41 — '�' 1 F— -- 54 -- & - I I 40 r pp ( I � 1 6! t STAKED.—._.�._..______�._ DATE . SED. NO. -y& L., * 7"� � 7 S \ , I 1 M -•r7 9 PLATTED CO an � ♦ (/�• t 1 ,� DRAWNSIM DATE � AA DAT* SIGNED H 48 1 53 58 b3 CHEr DATE — - ._ i \ PLAT [�!, • 32 , ?♦ I 1 , 01% I APPROVED DATE / 'f ----r----- L — — 1 ♦ \ 3 rWALLMAP "-- 4- ;33 I 52 ( MAIN WORK ORDER 1 SERVICE WORK ORDER NO. 1 �. �. � � � ' ADDRESS ; J 1 . 50 5.5 1-- ( - , I 34 I 35 I 36 I 37 ` 38 39 1 59 / 60 I 61 , 62 / a � - T / i r � i oETWEEN � r✓ / rlor I I COUNTY ,i �l � 1V \ ` CITY 4 � }C i I�� C`!<:!...t 1"'f i F'f ;::; r r:� ,.�. E_. 2"(W) .._._.. ... _.._...._ ... ._ ... PLAT NO. SECTION TOwNfH i! RANGE 1 '.t'iry ,7wd ,; ♦ ! � �'�Id:. .. .: � AY�'r�' �. �,�1�ds".nt: '�;, �M'S�Y ,�,� ,*r w,;. ! .: ... ..-w...:.,,.awl►,Me,....;._.-...._ y-:..,..,�r....• . ..,:_....+..,. ..A.....+.�.�F 7"""""�! u.rv.ciIM16M..,.r .. i -^_wM... rTYa.-'1�A11.r.w� .,.»n - '1 , r' b 1 29 k45 . _ ,• ,..-+. .* ...,. ,�• ,. ... ` .; .s.•-e„w.h�,. ,,,,.. �---sww ....,. -*-'..rcn.. ..+rx�,,,. _�s..w.,,rr.w "wl '`w. _ i l I l If 1 1 1 1 1 1 1 1 1 1 '11 fi 1 1 t 114171 i 1 C x rj ` NOTE : IF THIS MICROFILMEDdum I I GrI DRAWING IS LESS CLEAR THAN THIS NOT I.0' T r S- DNE TO -QIW1TY OF THE ORIGINAL "DRAW I NG. - ' • lZ 9�' s�' ti►Z ca 2a '_....�� 0Z 61 _ . QI Li 91 91 bI EI ZI If QI _ S . 0 l 9 S .. b � E Z I awasu tt 11�!!il tNlttr rlt# t l f titlllill+H+IIINil14t 1 1 1� I11tI "N�1 9 I iltl�flil lllt r 111AIIIIIII11III11I1111�� In I11H , n C J U Y F''i ro 1992 Ip r, v .,, : f ti� Page Z - Cash Bond Esc,. j-:; Ai-reement or other person it the performance of any such work ;:Nether specifically provided for by contract or o•theniise� TF, however, the Prl.ncipal shall fail to literally comply with all requirements of said. Subdivision Compliance Agreerient and all the requirements hereof, or shall in any particular perform the work in a defective mariner, 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 work performed or the requirements of the Subdivision Compliance Agreement brought into conformity with the terms thereof and with the City 's ordinances and. regulations, and the City shall be, and it is hereby, authorized to charge the same a-;ainst the entrusted cash deposit and the Bank agrees to pay ti, refrom all amounts oertified by the City to be chargeable thereto. Nothing herein con- tained shall be construed to constitute acceptance by the City of ally responsibility for maintenance of the improvements nor shall the Cit-,,r by reason. thereof become oblijatE d to any person or property oemer for any loss or damage arieing by reason of the manner _ : which said improvements were constructed. Further, the City be, and it is hereby, authorized in addition to the forej7oing, in the event of such default on the part of the Principal to char;-'E: against said funds all costs incurred by -the City including; Attorney ' s fees in e.:acting compliance therewith or her.e -;ith, and the Dank agrees to disburse said funds for said purposes upon certification thereof by the City. Upon fulfillment of the foregoing; in accordance with the terms and provisions hereof, the City agrees to furnish a certificate of release of said deposit or such portions thereof as shall remain a.Lter fulfill- ment of the requirements hereof. IIII WITNZSS THEREOF, the City under authority of resolution of its Cit , Council has caused this agreement to be executed by its Mayor and City Recorder, and the Principal and the Bank have affixed their corporate signatures on the day and. year first hereinabove written. CITY: _ CI`.i'Y OF TI BARD, OREGON By: Mayor By: Recorder Pai-,e Cash Bond Escro-,,v ki-reement PRINCIPAL: (Attached Corporate F&-kD U)AU;A) By: . ._ �`_�_�....._.___.._ Aclmowledp,-ment, here �NETi WEST1140D By:__ e6l),571WI)MOA.) W. /,k)Cl , t7y'f:: -- -i��-- U-)ILLIAm A, 6-MV ICU bsec:) JAIJK ( Ll3fLkT-' by: • 1g. _ .__. .. •��� ._ a r- . _. �—..._ ._ ..... _.. ` ! V I' �w I r , 1 h � i` { �I ti CITY OF TIGARD, OHE(,XJ RESOLUTION N0. 8?_- RESOLUTION OF THf; TIGARD CITY COUNCIL ACCEPTING THF PUBLIC IMPROVEMENTS, CONSTRUCTED WITHIN SCHECKLA PARK ESTATE, SUBJECT TO HEREIN SPECIFIED CONDITIONS WHEREAS, the City of Tigard Subdivision Ordinance requires subdividers to install streets, sidewalks, street lights, curbs, storm sewers, sanitary sewers, underground utilities and other public facilities for the development of subdivision; and WHEREAS, the City has required the payment of fees and the execution of a Compliance Agreement which stipulates that: "Upon receipt of certification by the Department of Public Works that all requirements have been met and a One-Year Maintenance Bond, the City Council agrees to accept the public improvements, subject to the requirements for correction of deficiencies and maintenance for a period of one year . . . . ; and WHEREAS, raid Certification has now been received, subject to correction of hereinbelow listed deficiencies; and WHEREAS, the subdivider has submitted a maintenance bond for $11.5,340.00. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Tigard, Oregon, hereby accepts the public improvements constructed within SCHECKLA PARK ESTATE said subdivision being recorded in Book 44 on Page 44 in Washington County, Oregon, Plat Records, subject to: 1 ) Completion of installation of all sidewalks and drriveway aprons. 2) Placement of the (1) one inch, Class "C", A.C. overlay, including 112 street on SW Sattler Road. 3) Continuation of maintenance responsibility and correction of deficiencies, which may arise during the guarantee period. 4) Completion of bike path either 3-inch of asphalt or 4-inch of concrete. PASSED: This day of _ 1982, by the Council of the City of Tigard. �— Mayor - City ofTiLrard ATTEST: City Recorder - City of Tigard r RELEASE KNOW ALL MEN BY THESF. PRESENTS , That we , MICHAEL LYNN CAMPBELL and HELEN KAY CAMPBELL, husband and wife , hereinafter termed "Grantors" hereby acknowledge that GODWIN CONSTRUCTTON CO. , INC . , G. BE.RDTNANJ WARDTJ , ROjj'E,i;T WEST1,f-11D and WI TILTAM A . ODWIN DEV OP- ,jMENT CORPORATION , completed all work and has done all. things neces- sary to fulfill their obligatlons under the terms of an easement dated June 30 , 197 ' with respect to Tax Lot 5800 , Tax Map 2 South 1 11AD, Washington County , Oregon , and Grantors herein hereby release said parties from any further obligation or claim with respect to said easement or the work performed thereon. XH FL TAA N14 GPBE L HELEN KAY SELL CITY OF TIGARD, OREGON * DEVELOPMENP PROJECT GENERAL INF ORbSATION SHEET I. PROJECT No. : _______ _____ _�• II. PROJECT NAME: III. DRAWING (TITLE) : dated:__/_/__�__�_____ IV. PLAT (TITLE) .- __- dated.-- V. SITE LOCATION: VI. PRINCIPALS: r _ (1) DEVELOPER: Address ____ _ �__ Phone No.A 4 (2) DEVELOPERS SURETY AGENCY s Address _.......___ .._._..._..._._._• Phone No._.._ .___.__• Bond 210. _ ..,_�.� Exp. Date_._ (3) ENGINEER! ! 1e!�' '�r�".___ ►tl.+e. ��9-ilsS Address r'►_ �.... , Phone No. (4) INSPECTOR:______ --.___._�.._.. Phone No. _ (5) PRIME CONTRACTOR: ___ _.__ _-._. _ ___._. __ _ _. _ .. ___.• Phone No.____ _ _ _�._• Lo _ 04 X eox#otation AGEl4CY s OREGON ALASKA LAND DEV CO ' 13030 SW FOREST MEADOWS WAY LAKE OSW-jGO.OREGON 97034 // /p5/p�03.635-5999 •..._. -_..__- --- - —-�-" Exp. D A t e _ -�_. /..._._....� 1 Qr jtdVt2 c::''``O991, PRESIDENT a_Y (C) Commenced Paving. . . . . . . . , , . , , • . . - • p / 1) Paving inspected. . . . . . . . . . . . Y A) Test data £iledY ,, . , .. . . Y ., . • . , . , • • ❑ b) Tentatively at-,-PptPd by City. . . . p (D) Parking lot tentatively accepted by City_ . _ p VI . SIGN: (A) Street name signs installed. . • • , , . Y . , , , w . , r „ ❑ / (B) Traffic signs installed. . . . . w . . . . . . . . . . . . . r .. , . ❑ VII . SIDEWALK. (A) Commenced installation. Y , • . , , _ ,. , , , , ,, r , . . , • ❑ (B) Completed installation. • , , , , , . . . . . . O (C) Inspected. , . . . , , , . , . . . . , . . . . . . . . • . . . . . . . . . Y , ❑ (D) Tentatively acme^nthd by City• . . , w , . , Y , , , , , , ❑ / i VIII• STREETLIGHTING: (A) Commenced installation. . . . . . . . . . . „ - _ • • . . . • . . O (A) Completed installation. . . . , C] (C) Insspe . . • . . . . . . . > . cted . . • . (D) Tentatively accepted by City, . _ . . . . . . . . , , , • , ❑ 1) Authorisation letter to Energise filed IX. LANDSCAPE : (A) Commenced inst� i l�►ti_on. ,. . . . , . . . . , , . , . . . . _ . ❑ i (B) Completed installation— . . , . . , , . , r , , , , (C) Inspected. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . d i (D) Tentatively accepted by City._ _ - - , . . . . . ❑ Y X. GENERAL AREA DRAINAGE: (A) Building rain drains inspected. . . . . .. . . . . . . . . . . ❑ (B) Culvertr. inspected. . . 13 / (C) Drainage ditches inspected• , • . . . . . . . . . . . . . . . . • i i O (D) Tentat= vely accepted by City. . . . . , . . . • . . . . . . . . ❑ / / NOTE : PRIOR TO COMPLETION OF EACH CONSTRUCTION PHASE. REVIEW FILE TO INSURE COMPLETION OF CHECK LIST AND FILING OF: I ) Approved Plan Revisions 2) Approved Specification Variances 3) Change Orders/Extra Work Orders 4) All Correspondence/Memos 5) Daily Inspection Sheets I / -- /OPK wEsr TT RD. rAt _._._ S/ 0C v -dam K I!:7`/N4— ._rear'WAL..K E _ pVl. L�l� — OF uMK 77 --- - . -_...._.. ......._-.--- _.... _.....-_ ,- --.•...,,� �c� .' b!f aS L �/� waeatg � I .. i t Q ll _ '_','•PVC- fr'a `,Wte%' 1"Vc #.)If _-K/4C_'I'A/41.K • ._1_ �' •' - c.4 r�/tva r s WE---pa [aaAc✓ ANt' + -e/N,1,4 r0lt. t-XAZr 4xXA7/<W r THE PIPE /s t//Yc t:71.rA/N. TrPY" fc+ M4/*7-A/h' A-5 'Lmld r',F A-V IPL. 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J �+ � . �'� I 10 Q' i - � / O /G 13 I I p lk, \ / / ./ "__�__�11', , 0 - I :, e / / // / ,' � _� SCALA N I "- 404 sA-24, IA-l4 I ' 1+91.85 . ,• Q O G . \ I I I I I/ Z ' -._-________ .- 8 414 73 ! Q l 7+� m 1 I a FIR � p ILL I I OI CL f 1 0 1+37 II \\ ( - I`J T+ 64 \� \ w . , w p w . / a p _____--__ __ 12 ` N \ � U �, � 677 �2 � i Z \ � \ •, �? C7 � � r � � 7+24.88 \\ � \\ 50 FT. OF CL.II 42" T81G, RIP-RAP ENDS M -a) `w � DESIGN ENGINEER X I \ TO PREVENT EROSION (FIELD SET) 0+50 16 CSG 7+15 a SURVEYOR ` \\ TREE ROW-;O Q 0 © () d o a 0 o o 0 0 Q a © 0 Q 3 ',/ �� \ SA-20 2l � � � � �` � & R. L. DiO11MKMWt'fER t \ IN 170.00 \ +00(F- �� / j ♦ h ON o a ` baa C3 © �a d O © © Q 4 fl �. z I ''REE ROW--a•C3 �,.......--- �""'�- •.''"� //�' / 5+62 �' v,C-1 � . 1�' �q"'I ft-. &--, OR _�Y- � I SA-4 I ' E-LINE 81� S A 8" SA 'N x 0+00 5A-20 r O w (E-LINE i SA-19 I 4+4�A0 '� PE. S A %I 'L I 1+30.0 . I QEF ROW-+►0 C C� © `� �� 5+75,00 6+O ZO / .. 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" DRAWING IS LESS CLEAR THAN i - I THIS NOT Int"2T IS WIE TO QUALITY OF THE ORIGINAL "`DRAWING. - - - - - - --- _ - _____ --------- - 0¢ 13a oz LZ tia Sa to Ea is la Of 61 81 LI til SI 1►1 1:1 ZI 1I 01 i 6 9 S tr E Z I""•" �°' "' *�..�''"" �"""""" '"'`"�-..T.. . 1HlutlllUlllutllllnlunhnlgllllll lliimth11111111l11uhmll"dmo6lllt IIflHlllff11l11111M1 (Illlllllllllllljwiid WW1�lWlil ihiiihiuliiii liii1 . t +IwMtw�tru Ililr unlull JULY C 19921. •.,...,...ylvp . ,� _ __11_«11_ __1111___. ,".w... ' �- ' r 10 ,` /• � � i ,I ,w '„'moi' y, � rry, z'y '1 •..'!°'. � �� 14.' � �s P.. - I�r - e 1 � � r �' � Y '� r�N J � 4i d r • + 5 [ • .r r �r /IErw�A'11 NI/�Mr'n'l / A ✓' r�y11 } r 1 t PO •p a t. r.� t' � •,� I xi '� 1 w� a A�r r � ' � ( � Yr � 1 !H ,+ i, t�� 11011 7:w IV T / 1: `-'ro i+;�; !its.., ”{ A r ��,�y ,�.r Mn""��. r��, .err. .� r I ..N 3 '!w�,.• -� a � 'f .. t" - �� . '� n� ., � � •. ... p'1•a ^� -�:� a 1 •^ .R.. 4 �e. �• _ r �f k. r)L. r,h a1u. ,•� dN 7 P1 BR0QK ! 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I C, 1 +• i i s Y �: ,� /,, T'� +wd'�` "b'�'C. �e .7q1 N'O'D' / ♦ i •.v �,�' : w .e .r^�`� �♦�` �•�+jT'.x. ... 1 ` nn 5^Y. � .i,'- �.�: ���,,y i T � 1 a} r� � � C�„T rh5. .,al k,lewr^` t f �� - "�+. ! ,. 6.�I�F,Ci. N •�• + i * »;`iu�i� q' I• - � „ •* '"�+.. / -i; 1, r � ii .s, � ,x Y �. :,x'•i .,4.�1�1G-{�.eC�n,4'••1 5 �� "I C�*' ,(` ,� ` 1 ,{ ate, , ' / Jti < .s• �'�,� I �A" � / e� b" qO• . JLV 71 A r d r 1µ a + / X12 0 RI. r , Aq DRAI NAG E . • •. ,, ��,` :,� � � � � «•�� t.. �' ,.► as � _,• ri ' r ., N - r >•, �� r !r OV 0% rr•t'�" ti � STUD Y w / P •: �• 1000, r V �•� �... �� n 7//4 .. .' � �N; :•r'���ekd� r ` �'is ayr P-ti 1: _ .. �/ F��: �. *fi i �" - Wa '•� �,tlj, "4x r:� a» �j- ,n .. .. ,0, �� 'i.'R'Mi "SC; HECK :�A PARK , l ESTATES ' Y " 4� e 1 .• „1"'1,1, • • .- • r i„ , . R. L. DRINKWATER Engineer & land Surveyor SPENCER B. GROSS , 8095 Southwest Cirrus Dr ive PhotogramEngineering Beaverton, OR 97005 (503) 641-4454 "x122 E. W. 87thth Pnrtland .)regon ` {t ' Phone 292-2864 Rh.4 • �;' - -�.. ..... ter...-...+.Mw+r ..r«....... .. _ .....-•:...�.:.. ,, ___._.__._....,..__.._..._.-.- t'II�II�ItII�If1IlII�111III1�tItIEIt��Illlll�lllllll�llllllll�ll1`II�I�IIIIIIII�III�IIIIIII�I) II t�IIII111�I�IIIIIII�IIIIt�IIIIIIt�IItIIIIIIIIIII1�1111111�111IIillltllllll�lllllll�tllltlt�ltl � � 1rr i � �- NOTE: If THIS M I I:ROF I LME[ I - 2 --3 4 5 6 7 8 9 I O I I 12 " DRAWING IS LESS CLEAR THAN THIS NOTICE; LIT IS DUE TO THE QUALITY 0 THE ORIGINAL DRAWING, OE 62 ®2 LZ 912 SZ bZ EZ ZZ 12 OZ 61 QI LI 91 51 bl EI ZI II UI 6 9 L 9 S b E Io�llunlltulul111n111�I11nitltllllulltuu111ullinitulluul,lultnlllllllllullnlllulluu�uulnnllullullllullltll�lu1111111n1111u11��1111u�! ���Inllllllllllullullll�IIIIIIIIIIIIInIIulI�t1111uIIIIItIIIInI11uInIII11nIIn1lu11Ciu1luu�Ilulnllllfnlflnlnlllnl►Illn JULY 6 1992 8GHEGIR16ii PiLRIK EgTiLTES I (Construction ns - _ > 1 PINE. P� ROOK SA- 1�� = s'�r Mc uONAI_D sr m V Note : _ _ _____.__ _ ._._ - _ _ N { , 1 All road storm sewer, and sanitary sewer construction shall Conform to Cityof Ti arddconstructi n I' _ _ ASSUMED LOCAL COORDINATE GRW SA-2 �0 GEN[R"! C "ITR�CTL & SUB CONTRAC - -- standards. Ph.(639- TORS MUS, 3" CITY BUSINESS LICEN w `' '� �'RY CITY PERMITS PRIDR %� ,•�P 4 �, 5 A T T I_ E r� a o AND ALL C�Ev A ," 2 :NO SCALE) CU _ . . .a ' RVICES. � � \' R 0 A D A L I G N M E N T TB PERF�Itl�ll,�i SE ,•sA-3 • 88th AVE 87th Ct - ! _ ®14 &13 INDEX OF SHEET 0 400 19544104 9549.000 0+00 19968.690 9785.000 / N Ur o- o E 420,903 ,���'~ • WAGE N 0. VICINI TY MAP 5 0- 0- 0 E 240.00 4 +20. 90 f9964.986 9545.000 a&V -TING ON SITE DETE TION �xIT1NU CREEK -- - w I.) TITLE PAGE AND ALIGNMENTS 2+ 40 00 19728.69(' 978500(? G N 0- 0 - 0 E 134 . 056 - - _ - STRUCTURE --- � - - -- ---- -- Z h4.94 20099.042 9549.000 - - -- 15© �p► ____ CA �� Rte. _ 2) INTERSECTION DETAILS P� ` A QI4MT �.o TI a 3.) CONSTRUCTION DETAILS FOR STORM SEWER ALIGNMENT REILING ST. 89 th PI. S 7, 00 9964.9$6 ��-49.00c� ,�7 12 st 1�F�T1..tc,t�T!>o 1,p g� I�sT���Eb SATTLER ROAD 0+00 13960.598 917 7.511 N 89-06-06 E 236.03 S �0-56-18 W 259.483 ` � �,� I - _-- - F'�� CITY 14T1'RovED P.t,,E� CD, LA�OLfio TH VE' r / P / - 2 4.)CONST. DETAILS FOR S.W. 88 A (ALL STATION ARE Q., EQUIVALENT) 7+ 36.03 19968690 -,785.000 2159.48 19718.250 9084. 782 r�' 111 REILING ST.(EAST).S.W. 87 CT ST-1 6+48.96 20093.064 9554.000 ` N 89-16-33 E 150.000 1 � �` �� � � � � � f "' DST. � . . . `*I' , '� � � n�.� � �N D s��N 4+15,86 19960.064 9554. 000 WrJ'.) CONST. DETAILS FOR REI LI NC S 00 00' OWE 133. 000 ( ST-2 (Do w�964.986 9549.000 4+0948 19720146 9234770 �, � JUL 181978 .1/ ( EST) ° S 00-43-27 E 15.000 S 0 00' 00"E 400.895 S 89-06-03 62.97 4+24.48 19705.147 5234.959 `"8J a 6.) CONST. DETAILS FOR SCHECKLA P�,' c�+ - CilTY,_ A`7_TIGARD TH I ST-3 0+15.06 19559.169 9554 .000 62.97 19963.998 9486.041 - - -- - -.-- --- -- ---- - --- �� DRIVE S.W. 89 CT. S 80-06-03 W 46.930 2 � 59.48 19718.?50 9084.782 �' I9 42 OLA. P PE ' 589° 16' 33" W 55.98 RAD=150.000 ARC=47124 S $9-i6-33 W 6$.000 \ A-21 _-- �T-14 0+10.00 SA-4 7.) CONST. DETAILS FOR S.W. $9TH PL, ST-4 50 02.00 I9558.�61 9898.024 CA/2 ::09-00-0r) TAN=23.75$ 3+�717 I S � � 5 89 16 33" W 3�_ 00 .48 197 .390 90 6.787 / /^" SA- 20 E- LINE 8.) A-L I NE SANITARY SEWER ST_ +- F'TI+10.09 19955.930 9439.809 -'--_---- - ----- ----- _�/ 20 \ • - ___.__-- - • � �; SA • 5 8 25.00 19554.379 9575.(50 �-� I 9.) A,BJ3 D- LINES SANITARY SEWERS S 890 16' 33" W 309.62 N 88-58-sow 262.340SCHEKLA DRIVE ' 0+00.00 SCHECKLA 8r 89 T.H. CT SA-19 DITCH INLET 11+34.62 19550.466 9265.455 • RAD-385.017 ARC-267.700 i / � 10.) C- LINE SANITARY SEWER CA/2=19-55-07 TAN= 139.516 0 +00 20406.250 9244.479 21 ��� -'-- •' 6 FIL'� CO 1) 4, I I,) E-- ' " SANITARY SEWER ST- 3 0-15,06 19559.169 9554000 POC 960 3+7779 19098 9177.511 N 89-51-53 W 10.000 O Q 5 _ .-.----- -.• N 870 47' 18• E 231 .172 \ q. ALL SPACES MUST Ei RSED PC O+IO 20^06.274 9234.479 \ 1 O.C. B. 2+15.68 19568.090 9785.000 N 60-19-10 W II .'.038 2+14.16 RAD=385.017 ARC=117493 S 73-38-07W 201.352 \ �RIQR TO APPROVAL O` PLANS �- _ - CA/2=08-44-32 TAN=59.207 RAD_354474 ARC= 204.162 '� SA-22 16 _ Y __ ' • DATE--!R lv • F�ur�uC 1h ,rKs tlLP7. q /? a STA�� FI Y, P PC 4+95.28 20018.551 9075.8?_8 CA/2- 16-30-00 TAN=105.000 22 • v ( �� N I �O� p.w�`{ 1,�3pAVL .CPDS� Si-2 4+15.96 )9960.064 9554.000 PCC 2+14.16 20349.543 9041.284 G PLANNING l7GPT. OY-.___ - _ DATE___-- ` I N 89° OE' 03" E 217.06 r N 60-58-22 W 100.825 12OD t�►�11.,� �� .L RAD=308.801 ARC =101.2 7$ S 19-16-07 W 149.994 � idl = BUILDING DEPT. DY_�__ .-___- DA"fT� Z CA/2=09-23-45 TAN=51.098 RAD=122.179 ARC=161.496 -'� °D� COUNTY HEALTH DE;7r. DY ","-____- DATE _ ST- 7 2+21.93 199634G9 _ 9770.973 - POC 5+96.56 20067473 8987.668 CA/2=37-52-00 TAN= 95.000 ` �� �\ --_ -- CIT'f ADMIPJI�TRATg2 BY__. �- DATE WS CO . r P (tu,1 IT P,SQ• FOR AW T N 80-07-00 W 104.570 PRC 3+75.66 20207 951 8991 787 \, 15 w __ S• 7 1 G•�� ,� Z TIGARD WATER DIV, CiY Dr.TE�_ Wt�J{�K �' PG�S�.® tAa171�111.5 �'.+. RAD= 308.801 ARC= 105.076 S 00-31-00 W 132 281 e I+82.00 CA/2 = 09-44-53 TAN= 53.051 RAD =201 980 ARC = 634.767 GENERAL TELEPHONE DY_ __ . ------ DATE--- -�Zi� 4 �4T,� � � ST-2 4+15.96 19960.064 5554, 000 'T 7+01.64 O CA/2= &-O6-53 TAN = 70000 23 SA-23 • rIA-24 u S A f� t� eY. �' � I�aTE�- = 'r, •10.7 � 5 81° 34' 03"W 222.993 2 085.42 2 8884.650 4, _,_ N. W. NATURAL GAS DY.�___�_------ DATE_.. -g-a� ,,.� ST-8 2+21.25 19927.363 9333. 417 N 8,7'-5+ 133 W i 7 893 PT 5+10.43 20075.676 8990.595 I I 1-7 , Si W. ESMT1 � a� 'L'�2f ° • P. G. >L. iv I�ATE__.__.��-_ ___. •' � /S 4 W 155-343 20085.464 8866_ r57 S ►9 37 5� W I .r" 9 _ � � • -'-- .+; -Z� �� .';,. ',�q,� `f r I 3-72.801 1 ,53 - - ' r�:. 1'r� s-•� ST-9 9`J5.4.171 9180.405 ' - 3+7566 �. T. R. !~ L•, rr__- I '� oaTE__ . �_ .. .- -_ _ � 7L% ` t -, POC 5+ 19.14 - 14 \ ' A - -- ' •� SJ.5 20067473 8987.G6$ ' �\ _ __. ___M" • ',v . c , - - - - _ - - _ - "'- I ;T-10 ')+9(6.56 20(,bi. bet 838-,.6,32 89 th Ct . SATTLER Rd. I 7 'U►���,a�m.� st ,�.•..�e�.w�>z �-• j Ake AV,-/t�, A4c�6s OA_-�rO ASIA4.4L N 820 58' 50"W 119.814 (2D4Q ,' ��° •:S+ATTr._EA ST-11 7+19.53 20076.464 8866.736 (D-3 0+00.00 20406,250 9244.479 0+00.00 19549.806 9999.983 16� 5+96.56 REILING SSA-5 - - - - - - - - - - - - - - - - S 0° 08'07"W 182.00 S Ac 5+19.14 SCHE LA SA-6,, .� 16 32 W 451.019 .,� � O • /A-LINE • DL.V�LOP��=S t.,t>4sv�E� ,�hr/'3L.�;. • • !482.00 20224.251 9244.050 4+5..02 19544.104 9549.000 ST-9 3+72.80 19954.171 9160405 SA-15 N. SA-i i • • • • J�i�'D✓!Ca ' 14/lJ AS•L31�/L ►��L''q'e f S 200 5G' 18" W 264 .515 -- - - -' - -- _ -- - ---- S 89- 16' 32� W 583.596 ' 11+34.62 19535.463 8865.459 �� � 10 5+54.94 ST-1 ^/-�� .� N. SELtJ ?yam �� T't� T ST-12 NO REI D19707.123 9085.878 7+19.53'- 12"S.T 5+10.43 l `.I+ ) 41 T�+ - - - - - - - - - - - - - SANITARY SEWER ALIGNMENT- - __ • \ ' rr 5 4 c 3 2 � 68 6Q I rj �c�e.�c�a•�, �c�. 7+01.64 9 O 0 O O .......... •-^ OUTFLOW 20556.166 9174- 209 O ' S 00 15' 06- E 139 .429 A - LINE D- LINE ST-1o�\ �2s•rc,`7 4 95.2$ 0+00.00 REILI ST _ Al . 19965571 25 4+20.90 S.W. 8 TH. S r-14 0+67.50 20416.681 9174.821 0 62.97 ' S 59. 28' 30"W 188.721 O 00 20939.1 36 976 � 418 SA13 O 00.00 9174.060 4. 3 e�.8 9 -A-10 > 3 *s2 ST-13 2+55.42 20320.827 9012.255 5 10 33. 03" E 11 ).000 S 20' 56' 18" W 259.500 REILING ST. 26 -SA-i3 ( I - / - - - - _ - - SA2 1 +10.00 20829.177 9770. ��� �I+10.0'9 N♦ - - - - - - - - - SA16 2+59.50 19723 .206 9081. 325 .34-7779 REILIN ST. S 31° 30' 06' W 141 .477 5 89° t6 33" W 84 606 i � • ___ 0+00.00 S.W. 8. TH, PL. • LINE • SA3 2+5148 20708549 `,69G 470 SA17 3+44.11 19722 .137 8996.72G 2l �\ • _ 1 12. ST 2+3606 S 2° 1J' 45' W 600.021 - �\\ \ 15r.ST C-LI�E $ SA15„ $ _ -_. 1e1'9=60' SA 16 2 +59.50 19723206 9081. 32 5 1 _ !•.--- SA4 5 • 51 50 20408.777 9684.277 ° ry, �1 • t ST-2 ST-7 --� S 0° 53' 54" E 30C: 0.74 5 83 45 E 174.G92 SA 18 4 -3419 19702.812 9254.823 i 2�v '�► _ SA5 8 051 57 20108 740 9688.9.02 _ _ _ _ _ _ _ _ _ _ _ _ _ - _ � / v 5A-12 feet ® DENOTE CONTROL POINT SET 5 89 06' 03 W 145.000 p / Rei ST-8 55 56 SA 9.9 7 201PJAl-A 954-4.000 - _ ng 46 65 NOT TO BE DISTURBED BY CONTRACTOR 1 � 6 5 E LINE O S ' O° 00' 00"- 136.556 (31 ` \ SA4 0 +00.00 20408.777 9684.277 ` \� 43 - I __ NOTE: CONTRACTOR SHALL NOTI FY ALL SA 7 11 . 33.13 19969.906 9544. 00014425.80 ° ' � ----- --` y ° ' 5 88 2�� 07 W 130.000 S O 00 00 E 220 867 S.W.88TH. SA19 1 .30.00 20405.076 9554 330 30 Q 44 45 AFFECTED UTILITIES FOR FIELD LOCATION Q `�A8 13 .54.OD 19749.041 9544 000 " Cb S 00 00' 00• E 200.000 S 88° 22' 07 W 31 5.000 _ _� 0,4f 54 'mSA 20 4 +45.00 20396.108 �1239.455a_o+05.00 �C� --- N BEFORE CONSTRUCTION COMMENCES. 5A9 15+ 54.00 19549.041 9544 000 Pt. 4+05.00 ° " \`�J 89 4I 48 W 130.000 .SCHECKLA DR. /cu •• � NCTl:' � Sp� -1 hL C.ar�t�tTlra►.a� � pR,ovlslo�s OF A0J%{ ESMTr+�ole+ -- -- -- - - - - - - -' - - - - - - - -- -' - S.W.SOT H. SA 21 5# 75.00 20396.569 9109.456 f 1+34.40 --_._._____ V) a.1j evFLof+ER.� S�•1A•k..t.,,. lag:lag: �vtLi`I>rtr>�°b V�� bCV1E,l_o1► 1� a B - LINE S 53. 56' 45"W 149.882 SCHECKLA �.\ co42 --- -� � -_.-_-__ 58 `'"�- � � Dp o-r % TNS it-% '"( val4 f-% bAlb F'bMT5 IRE TO x•77.69 \, O SA 7 0 • 00.00 19969.908 9544 . 000 � SA 22 7.24.88 20308.356 8988.203 4*25.80 A_ ° \ A-16 -4+09.48 04,' .-SA--B � �� C.,�R!►1.lT'�� TO)5 99° 06 03" E 2 36.029 S W. 88 TH. 5 0 41 37 W 97.007 SCHECKLA DR. �\ --�� 48 53 I SA23 8 +21.89 20211 . 356 8987.'08 32 • m 4+76.03 DESIGN ENGINEER 5.010 2. 36.03 19973.61; 97$0, 000 C 2.31.10 _ �, S 0 00' 00E 274.922 REILING 6T. Sq_I.T • U_ SA-18 & SURVEYOR SA11 5+10.95 19696.690 9780.000 F - LINE - - - - - - - - -- - __ - SA20 0+00.00 20396. 108 9239.455(t0.05,00 / 1 �� I 59 • R C- LINE 5 0° U8' 07" W t d 1 84 G SCHECKLA DR. ; 2 S r �`� -- ---__ �9) . L. DRINKWATER 3+27.48 -I� 52 fE •►i LaAd Su SA 7 G•OO.C�O 19969.908 9780,OJO q+ SA2.4 1 • 91 .85 2(204.202 9239.0(2 q-II '� `�� � : 80965outhw/StCirrus D►itle 25.90 _ _ _ _ 8 7�-- w I 44, A BtewKton, OR 97005 (503) 6+11.44" S 61° 12' 53 W 213.083 S.W. 80 TH. - f - ® / ST 12 59.48 --- 4+24.4 D --___-_. __ __ ' lT�`"""" !'!I►� SA12 2.13.08 19937- 363 9333 41 7 � :�+18.68 1 e REILING ST. 33} 38 N 79 57 44' W 161 . 835 3? d (601 �bl ] � �' P ' 5A 13 3474-92 1 9965.571 9174 060 k 3+82,80 O \ -�' SHEET N Gd ,6' 19" W 213. 004 REILING ST. SCHECKLA PARK ESTATES 51 - �. � 3 4 35� 36 39 C59) / CLIENT : .---�--- .. SA 14 5 86.01 20071 .241 8989.012 1 96.56 ° REILING 3T. �-� � � SA-�'► TOTAL N 81 03 4-/'W 12.3.745 a' t t '� r ®I I ST- 4 ST-3 / Y T.-_J SHEE ►S " SA 15 7 • 11 76 20090 464 8966. 769 It 7+19.5; �� �� sC �+� ST- 5 - REILING ST. BITCH INLET ---� -- 3 2 7"ST 2'l 5T - ._. .�i. 5 ®4Li EMS S(_"HF CF*::LA F'faw'h ESTATES) CL --- -- \04-00.00 S.W. 88TH. 0+00,60� 11+34,632 NO DATE gT REVISION APPROVED 4+51.02 SATTLER RD. ` _• « °�, � �` . -:' ..._ - vww...a�ww ,,-r.�.., ! -I.___�..+ l-. ._ l�l111•MJI S..-1_^1^wI+..�•'•y.Ir�III1�1.11) II-�) �,N�1l'.r"�'w' I .'-... .......... I.rrr., I.,._..-rI -SdIc �ll� III __..... I� I_._ _ ..I_. - r......_...__. ...__ _....__.__.....- ,--•_--..,--,._.__. f_...-. ... - m.aweMI WIMe c_. '� .. �, ... -pP" � VO•a'a'�c.7 - WI'1, ? lli11 , `Ijl iII)JilllI_ll IIIIIIIIIIIIIIIIIII1 11� IIIIIt1 IIIII111 1 1 11 1 111 1 , NOTE I F TH IS M ICROF I LMEO I 2 3 4 5 6 7 8 9 110 I I 12 DRAVoING .IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THF QUALITY OF THE ORIGINAL e -- _- DRrWlrlr;' dE 62 eZ L2 92 S2 02 E2 ZZ IZ 02 61 81 LI 91 SI t,I EI ZI II 01 6 6 L 9 S to E Z I'•�'" I I I I I I I I iI � i►�1I111111111�111111111 lulllllt 111111111 IIIIIIIIIII11111111 1111"1tu In111►Ir ,01100 IIIIIIIII ulll+ullltnllnl IIIIlI111 IIIIIu1111n111111Iinlln1111u; IIIIII111I1111IIII1.I1111 IIIIIIIIIIIIU�IUIII�IIII II1111111 IIIIIIIIIIIIIIIII11I111111111II111IlIIlUllII1111II111IIIIlIlIUI1111 I NTERSECT I DETA I LS - \ L 37.41 ` >rT t� i Q \ 6+34.31- + n = 52 - 01 - 12 � 7 �� I I "- 0+43.87 0 �. - .• rncU co 4 - -- - 01 --L=33.87- --_ 0+00 R 23 00 CURB M� = 2-44- 14 L 20.88 ---,\ o v� N --- I �. �--I t 30.46 \ ti ...moi �- �� /�\ --- R = 354.47 ` �0 �� �R = 23 Or> C URB 4 1 I 5 / e - �, f/4 4+14.08 � - I Nco N � L � 30.82 � •�_�, -----� � � n `\- - ` Iq�� 5+10.4 5+62.64 ___ `� R';3 2q ---1� POC 5496.56 �I SCHECKLA UR �'i alb.9 1 �Y. I ` POC'3+7179 • \ `� - _`��� �\ ah?.308 /' �- 4o F41 .f--0+41.43 / Q17 /I \ Q+OQ 95-28-27 e Q;� R - 23.00 CURB 7 L = 38.33 �7-Ac)�� RAD P r 1+82. _�✓ p 84-35-59 M n Qb R - 23.00 CUI.'Z' Q / 3 01.50 = 142- 01-13 119 I L = 33.96 0+38.11 R = 42.00 CURB IL= 10 4.11 \ - 17 4&-CPj , `"� n - 84 - 35- 59 DETAI L S W SCHECKLA DR . q� -, /`�' R a -3 .00 CURB Q D & S W 8 9 th C t . _ 9� / �* L = 33 96 - I%.I DETAIL SW R E I L f N G STREET DETAIL CUL -DE-SAC 8, SW SCHECKLA DR . �� ; z4 �.z 03 S W 89 th Ct . DETAIL SW 89th PLACE 8 n = 194- 56-22 & S W R I` ( LING ST. Q = 42 .00 CURB L = 142.90 = 5Q-01-13 n = 89-06-03 11117 I i -- � R = 23.00 CURB L Y 35.23. 00 CURB 460.28 -----7 7 ` � _ +61.53 ,R = 23. 00 CURB L = 20.88 \ ✓41 \ I L - 36. 49 � 1,,-, ��� �5 �1 14= /? / �� 1+ 84.79 1 - ,.4Z. 0+39.38- / ( � 0+40.63 � �'� � ,q� v/ = Z.I -�f�-47 ��. �� _ - __ 6 = 100- 08- O*; � n 111-39 45 3 - 211- 47-51 R 33.00 CURB / 33. M -_� �__ �-,�� - ' �.CJ R 42.00 CURB L = 57.67 I L = 64.30 CURB n 23-04- 26 ji � r891 / ,F, ._.�- ��- �`q5 I �l L \ 155.26 r� c� 4/;4 :Z7-94�o R = 33. 00 CURB - t 0$ L - 13.29 ►. \..� -40.63-- r• t�� �� r T �.4+2 090 88 th AVE - 01 _-- -- _ _ --51.24 -- 2+ 36.03 'rhyryl_ 2+10.75 - _ ____ J� i it � . 1 / r' /l�- I+8152 - � / 1 SOU REILING Si. � '- -- 40.63 -- � / 1 \V- L •4l. IB LD / ' F+ , �q !� - 142-12-37 rf) CO � �� \0+39.38 � \ � � � /• � �- \U'`% � Q�. \� /�' R 42.00 CURB 0+40.63 /� ��� L = 104 1 I - 198 , 2 - - i+95.40 -__.., .-�1► Ali ,� n�t�S6 -- 9� �d=2-4 89 06 03 l "�' R = 23 i 41 1c>rly / O 52-01-13 l� R 23.00 CURB ' (� ,�� r' + 72 N �9 n = 90-53 - 57 � � 00 CURB o- 0 � � � 3 34. .3+80.08 R - 23.00 CURB L == 35.77 _-- --� �� L = 20.88 oa /� 1� - 1 = 36 .49 2+76.66 �. UI _ I / 4� - 5.24-- - 45.36- - _i _ --29.39- - -- _ 4+0948 E 3+80.27,-- � I 3 81.52 � _ - __--- X8.00 � _ --� -,� � 1 ,�j 7 3+27.48 W --T� _ .' - 98 l /7 n 90-53- 57 �� f `l =- ---- -- =4 59,48 -- - 1 j ' T._„�_.�» I R1v�1. I'tR - 23 00 CURB 2+87.27 �`C! '� P L.NoTEZ. r r 7' 17 �'1 TO -be ��e ! s1.� "� t L = 36.49 ��* A gdF �� �� `�D \�T- � �- AAs.«+. � t - - 4+24. 48 E 75 DETAIL SW REILING STREET ,/ cp % � a f -- 1 19� 8t AVS . - 19 -10 DETAIL SW REILING STREET � ) `-9,5 �` � �- $ �0 a 77� 749 . & SW 87th COURT 199 i 9 198 I 198 19 `� . )9 ----_ L) - 52-01--I�, �z.'�L + Z£.�q_ $ _� ; / � - 52-01-1.3 R = 23. 00 CURB � 17 _ --_ 1-� CJ' - �9, R = 23.00 CURB = O.88r L = 20.88 -----{- ---------------- -- --- - - ------ 7`+n 97-44-00 R = 42.00 CURB 4+24.79 �'-.-.' - L /1.(A 6 6 - 3G- 52-12 i DETAIL SW 89th PLACE & R = 33.00 CURB CUL-DE- SAC !% L 21.24 �./4 17,91 I r n - 90-43-27 - -f4- �,..� n = f39-16-33 I , 3 R - 13.00 CURB R = 33. 00 CURB \ ` L = b.4? �-�t 17 �L 52.25 L = �74Z- y �3 L/3 17, !4 I L ►Y` p t'tL} �"�„ DESIGN ENGINEER 17 1 / 199 (L / 1 0+55.64 I °� & SURVEYOR 4+ 76.03 �\ DETAIL SW 88th AVE 8� o-54.37 ' 1 -ATTLER DR . ct) I S W S ( R. L. II)MM 9iAlATER "�...i 1`R st3��- �p ;�j3� l* E near& Lend h.aJ�r , _ _ --_.__---- "....� Beaverton.�OR 9 SouthOOQ Cirrus D • 284--02-25 / �``- F2 N 42.00 CURB -- ----.--_------- ---- 7//,f/7 -_ -----� 19 � I - P. E. S TA M P � . 23-qo-IZ \ ` ')'a% 9131z� Ln �'`�, 195 SCHECKLA PARK E STA TE S -- EET 4 Wow 3� I - 2 Y,Z 11, N v \ , ( L - IE NT TOTAL __r i ____ SHEET ' -• -- 49.31- -------- --- -------- -- ----_. _. -�--- 88th-AVE 4+00.32 - 5+00,33 -- DETf� IL CUL- DE- SAC SW 87th Ct. - -- - - NO. DATE BY R�C�1510N APPROVED , yam. .. ..,., ,. .,^ -� r � � _....-._.,.+..r ... y .., 1 r rf -tt .♦-. ., .y .r. -. .. -. _. -_........__ .. .. ,� � yam'., 78- '�I'I'I��'I'I'�'I'I'I'Ic�'ISI'I'�•III�I+�'Itlli'I'111111�IIt�ll l�ii111��1l11111 fIlIlIIlI111111 IIr!1111I11111t11111111tlllll111llllltll�1111111 1111111I1111111fllllrllllll�IIII11111I1'1111111 � ! � 1 � � � .-��r1 6 7 8 9 110 II 12 " NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTI(li IT IS DUE TO THF. 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DATE BY RFV18lQN AF"ONAL. tr --1.1_11.._ _1_111 -.._.-..�._ ._...... y,_` - -...-r...�rr� PROJECT NO, wg7 __ _ -•_ _ _1111..-- .--,-._••, --1 Z _ _.�_. _ _ �W . . i _ ,_. 1111 - - _ 6tn�-�� a .: *Mr,ti K!,I-mommw,,.��-- _._„_.,,..... - FI 1114.111111f1Ii�111111111111I1It111i1111ii'l-111.I111111tI111I1r11`ILI 10 11�11111t1111111I1I1#I) 1I11IllIIll1111IIllIIllIIIIIIII)IIIIIIIIII1111111I111111IIIIIIII1IIIfIIIIIIIIIIIIIIIIIIIII11111 ? 1t • c & NOTE: IF THIS MICROFILMED �- I L--- _- 3 -- -a ', _ _..._.-5 _._._..� - S _ 7 lg 9 _10 I I 12 --�.. DRAWING IS LESS CLEAR THAN THIS NC T IC'.E i I T I S DUE Ti) THF QUALITY OF THE ORIGINAL . D RAW I NG. _.---------------- OE 6Z 9.'. 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DRIWKWATER AQ �A� t"' So 4;I �� ,• ' p :. c En�+ f,6 lanA S�vsriOr V '� 4 3 4 ' +d ' ► ' , ,y �q1 8095 Southwest Cirrus anus /%-k,Wr� O V K O , J �\#ie PI hsverton, OR 97005 (503) 641.44'S4 �'�/ \° Q 4 4 5 k o a �c ORi �� K (§ nw N ����`� V� ♦ N& — -� PE.STAMP �U Iv V �� Z q i SCHECKLA PARK ESTATES SHEET �b o I CLIENT No is V Q - 1 - 5U I TCTAL SI.AEETSI 1 ---__ iw h'�EC;I<:I....rwE E��F�h E'.G:17Fa't"I S ----- _—_ —�— — r7r. NO. DATE BY REVISION APPROVED PROJECT NO. 78-� 11!11lIl111�II111111111111'tli1111��11I11�1111111I1i1I1111tlllijl,l lI I(Illtlllillilllllll IlililllllillillIIIlllllllllllllllllllllllllilll?111illlil111,.IIililtlilil11111111111111i111111 ! 1t 1 0 , I � � NOTE: IF THIS MICROFILMED i 11--•-------2 3 4 i5 6 7 14 9 10 I ( 12 DRAWIOG IS LESS CLEAR THAN THIS NOiICEi IT I5 DUE TO THE QUALITY OF TFf ORIGINAL DRAWING• OE 6Z 8Z L2 9Z SZ bZ EZ ZZ I2 OZ 61 81 LI 91 SlI b11 EI ZI II 01 6 ''1 N .'. 9 S� r b EI.- Z ("8l� �1!Il1I11111n11111IIIfilulliLllllUl11111diiiill111liillllliilnuluniuL11n1111n!IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII11111iImillillllilllllllll11111111llIIiiiIIIIIIIIII111IIIlII1111�1111IIIIlIIIIlII111IU11111urllllllunlllullllll1111I1111I1Ull11II1111111111111111 !luiIIIIIIillllliiulii1) ' JULY 19 J 2 , . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . • , i + ? ; i I . t I . . . . I . . . . . . . . . i . . . . . . . . . . . . . . . . i . . . . . . . • . i • . I • • (V . . . . . • . . . I . 1111 + 1111 . . . . . + + 1111 . . , . . , . . . } . . . . 1111 . i ; . . . rjli . • , • • • . . . . . lei) . . . . . . . yj ! , , , • . . • • . ,. 1 • i • . , . • . . • . i • . . . . . . i . . . . . . . . . ! . • • • • • • . . . . . • • i . . . . . , i I • i • + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . • . . . , . . I . I pp , . , • . 1 , . . 0 . . i . . . . . . I , . . . . . . . . . 2 . , . . i . . . . . . • . . . . . i . . . . . . i . . • . . . . . , . . 1 . . . . . . . . . ? . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . F� . . . N . . . I : : : : : . . . CS i . , E . .r I _ i •11 . . I N . . i . . . . . . . . . . . . . �� . . . . . . . . . . . . . . I . . . . . . . . . f i . . �. • . . . • I j C�2 • In i i i ` 1111 . PROFILE SCALE. VERT- 4 1111 . I . . . . . . . , . I . 1111 . . . . . . SEI . . . Q1? . . . . . . � . . . • . . . . . . . . . i . . . . . . . . . . a . . . . . . . : j . . . . PROttLE. SGiocL . 1lERT. t . 4' . . . . . . . . I . . . . . . . . . : _ : : : : . . . . i . . . . I . . , . , . . . . : . . . . . . . . . . . . . . �� . . • . . . . . . . . . . . . . . . . . i . . . . u ! �' ! ? . -` (�,1 . 1 i + I . . . . . . . , . . . s . . i i Ifs i I ! W i............. EV .............I.._............. ............... _ sot .. 1111.. 1 .. .... 1111... 1 ............. 1111 1111 ... ......... ......... ..... ............., ............... ........... .......... , s ) ..,i........ 111:1.. 11_11 .. ................... . . Q »............. 1111 . . . ......... .......................... .... ............ ... ............. ...................... 1111 .,1111 E..Ql »............... » a . . . . . . . . . i . .� . . . . . . . . . . . . . i . . . . . . . . . I . . N . Q . . Q....Ir _ . . . . ;... . . . . . . . . i . . . . . . . . . . i . . . . . . . . 1�1QR ,i 'r 'Q�. . . . . . ...... . . . . . . . . I . i I . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . 11. I -I I ; � . �r , . . . . . . . . . i I . . . . • . . . . + 1111 I . . . . I . . . . . . . . . i . . . . . . . . . ) . i . , . . . . :tT; N 1111 . . . . . . a j� .11: . . . . . . . I i i I . . . . . } 1111 . . I . . . . . . . . . I . . . . (V . • • . . . . . . i . . . . . . . . . ? . . . • . . i . . i i i : : : : : : : : : : . . . . . . . . . . . . i1. . . t-r �•••� O . . . , . . . . . • ' . . . . . • : : : : : . . . . . , : + : : : : i : : : : : : ! : : : : : i I . . . . . , E i : : : : : : : : 1 I ` . 1111 . . . . . . . . . . t . . . . . . . . . 1 . . . . . . . . . I . . . . I . . . . . . . . . I . . . . . . : c . . . . . . i . . . . . . • . . . . . • . . . . . . . .� . . . . . . . . . + . . . . . . . . . . . . . . . . : . : . : . . : . . . . . . . . . . ; . . . . . : . . I . . . . . . . . • '''� ? . . . . . . . . . 1111 . . . } . . . . . . . . . ♦ � !Q (1: ED 2 . . . . . C? . . . . . . . . . . . . . . LIQ + . . . . . . . . . i i i . . . . . . . . . . . . . . ' . . . . . . . . . E . . . . . . . , . i . . . . . • . . . . . i . . . , . . . . . i . . . . . . . . . i . . . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . , i �l 1 („� . . . , . . . . . . . . .•f. . . . . . . . . i . . . . . . . . . ? . . . I . . . . . I I . . . . . . . . . . . . . 1 . . . . . . . . . I j t . . . • . . . . . . • . • 1 . • • . • • • • . I . . . E . . . Q V . . . I . . . i :iV, . .. . . . . • • I • • . • • . . • • • . . • . . . . . . . . . . . . . I . . . . . . . . i i . . . , , . . . . I . . . . . . I .. 1 . , E t _ .� I i ^, .f� O . , . } b. . , • i i . . . . . . i . i . . • . . I • . . . . . r : . . . , . • , • I . . • . . . I . . . i . . . . . . . . , . I . . . . . . • . . i . . . . . . . . . 1 . . . . . . . . . 4L I . . . . . . . . . . . . , . i . . . . . . . . . ! • • • . . . . . . . . . . . . . . . . I i + ................. ».. ? : «.. . »1111.. «............«1111 «._.«.................«.» i ........................................................................ t I • 1111.i.... 111;1,. ........................ ..,.............................. .................I... .......... ...............,........I........ .......................I......... ................. .. ..••....• .... «........ ... .. 1111 ... ... .... ... .. ........................«..«1111:.... 1111... , .. ... .. ... 1111 1111 ........... ..................................... .............. 1111.. .. ... .......... ... .. 1111... 1111 . . . • . �T 11;11 ..�... :...: . . . . . . I E ` . : : . . . . . ` .�. . . . . . Jj . . . . E CV i i i i {.... I... .'.I... i . ..I� ,••� ` i i , E ` i I .+: I . 1 . . i . . . . . i i . • . . . . . . . . . . . i _ . _ . . I .W I . . . . . . . . . i �+ . . . .w! i fh . . . . 1 + « «. i . + ` i ` . . . . . . .� Q. i1i .1 1... Qa i W 1111 Ii+. - �(� } „ . . . . . . . . . i . . . . , . i • . . . • . • . • I E• I1i . . ` } E . _ 7 . . . i viii . . . . . . n V . . . . . . . . . . . i . . . . . . . . i . . . . . . . . . 1 . . . . . 1 E . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . i r i . . . . . . . . . q . . . . . . . . . i . . . . . . . .� , } . . . . . . . ° . . . . . . . . . . . . . . t . . . . . . 2 i .�. . . . . . . . . i . . . . . . .%V" . . ? i ? I i I . i E I 1 . . . . . . . . . . •,. . . . . . . • • . . . . . . i . i ( . . . . . . . . I . i . . I . . i . . . i E . . . . . . . . . . . . . . I . . . . . , , . _ . I . I • . i .7 . Ii • • • • 1 . • . . . . . • . 1 • . . . . . . . . 1 . • . • . . . • . I . . . . . . . . . i . . . . . . . . . . . . . . . . . i , . . . . . . . _ ' E . . 1 ! 11 , 1 , , . f . . . . . . . . I` j • . . 1 1 1 1 . i . . . . . . . I . . . . . . . . . ' . . . ` . . } ` t t (� s . . . . :Z 1(� . . . . . . ! co � . . . I . . . . . . . . . I I } i . . . . . . . . . i . . . . . . . . . I . . . . . . . . . . . . . . . . . . ' . . . . . . . . . I . . . . . , . . . ' . . . . : : i I i i ' ! I ` ...«1111..«........ s M . ; �' . . ..................«...«..«..........;.......•...•.........,•,.......I....... ...... . . ..... .. .. . ....................t....«.......... ..... •... .. ..• . «1111...»1111..»1111. _ .«...........»1,111 ».«..«._........... _1111. .. . .. ................................. i 1111.«. ......... ................i................................... ..» «..�.... ..... .i.. ..............«..?........... . .. »... .. 1111.. ....,.... ............ ..................,.i........ 11,11 ..,1,i... ...........«..........,»....»....................,...........4....... ............................,......... ...,,......1L1...n«««..w...,,..«........»..,................... �,Jy. ° 1111.... ..i.. i 7 • , . . . . . . . i . . . . . , . . . . . . . . . . . . . . . . . .'i . . . . . . . . . • • . a 1 : : . . . . .J. , ( i r I .a 1 i I ( 1111'1. . I . I ` . . . . . . . . r� . . . . . . . . . . • • • . . . . . . . . . . . . . i . . . . i ;�_.. ( . . . . . 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I . . . . . . . . . . . . i . . . . . :a: . . . , . . . . . . . . . i ............_. _ . _. 1111 .............. i i ............................: : 1111 ... . 1111.. ............... ............................_.. ................................ ....................�.. ............»........_..«........ .................... ..... ...f� ............. «.».. ». ..._.........«........»...........,..,».................. � 1111.. �. i ice.. � 1111 ....... .... ............ . . ....... . « .. ........................................... ............ i . . . . , . . • i . . . . . '.' . E . . . . . . . . . i . . . • . . . . . . . . . . . . . . . . . . . . .i.. . . . . . . . . 1111 . . . . . 1111.. 1111. .. ... 1111 . �; . . i I + i I i � . . . ... i . . . . ... . i' . . . . . i . • . . . . . . I . . . . ... . . 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I . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . :0+00: . . . . . . . . . . . . . . . . x . . t+0:0 . . . . . . . . . . 1 . . . . . . . 2: +on . . . . . . ; . . . . . . . . : . . :3{00: . . • . . • . 4: 00 . • . • • ; • • . . . . . 5�.6,, f . &+00 7+00 # 8 ; 0:0 900 ; id+00 : I I I 85 84 8 SCALE I°= 401 � 67 �� Y Q NOTE: AT 100 FT INTERVALS PLACE P V.C. PERF. PIPE (611 DIA.) Ro - FROM UNDER SANITARY SEWER TO DRAIN TRENCH � � AREA TO CREEK . EXISTING W DUPLEX 6� z ._ N OTE ALL LANDSCAPING, LAV�/NS, AND a T � (, E EXISTING APPURTANCES DISTURBED i 3 - I� I 81 82 DURING CONSTRUCTION SHALL BE EXISTING EXISTING m r -N X ° REPLACED TO AS GOOD OR BETTER �'r S W m THAN EXISTING CONDITIONS. HOUSE NOL_35E oz�m 5 A-I 1 - ---- ----- - SA-2 y t0"p&LiWg1L% x i a r I�.O"I � Q w. o-oa • 8" SA - • �� I .00AT*A&to1L � ' N NOTE : WHERE NECESSARY RIP-RAP EXISTING m I - - -t-r` � �� EXISTING i C° ^• BANK TO PREVENT EROSION. �v _ " _ �" "" `. DUPLEx r EXISTING 24� r - - � � 0 CIO CULVERT r -- - -- -- - � �� � EXISTINU SANITARY -. � �� � . STING -----151 SANITARY SEWER SEWER 1 \� EXIT Fxl='iNG rq- �� \ .\ DUPLEX V EASEMENT EXISTING ,.-,HEC --.------ __..___.__� _ ��\ - - - \ \ _ _-=I - _ SHED AkAG \-+--f5 SANITARY SEWER • W • _ �r�,/S�� � �, ,• - - - -- -. _-- -- — - - -- - - _ SA-4 EASEMENT 5A-5 I < �_ - r�NG �R��` - - SA_i- _�1__ 8115 A - - - -- -- - -- 5�.5V.ia - - -- - -- - - .-, - - - - -- - ����. --- - - - -- - - 4*�1:-5�- \` TOP �F E�ANK - -----�-- -- --- _ • _ _ _` Y_ O [_:`ESIGN ENGINEER - - ` � " \`� - _ _ _ -� =-- _ -- -- — .._ - � �__ � _ i 8 59 � �� �'i i .;1_IRVEYOR ' 6 fro rte, \ - _ _ _ _ - - - _ I � a�) i I ,} A \ - - " - - R. L. QRINKWATER J O �r�\ M` ` Tn ` -- - - _ - - - - - _- -- w 1 - - - I - - �- ;,,., a. Engineer it Land Surveyor J 8095 Southwest Cirrus Drive � `, _ 1-1 J _ 1 EXISTING CREEK ' Beaverton, qR 97005 (503) 641.4454 � V N \� �, -- - -- - ____ _ � I ----�-y-_ Q I I . - -- - -- - - __ -- - 7l I I m PE. A P U 79 \ 1__// / -- - -- - � 9+37 NO. - - +- -- -- -- - - - - - �� :LIE:NT: SCHECKLA PARK ES TATES No. 8 �_ - I � TH p t � h a` . - ` ' � -TOP OF HANK_ --- _ � _._.__---___ rr''TAL_ E �.� _ _ _ - _ Iw S.W 88 AVENUE SHEET!, K 14 � ' � -. r ____ _ ___ _ -- , I = � I ---_ — --.. -- SA-6 _ --_-.._-- ------- --- - - _ ._ -'f I I I 'I 9+9� L - — ------- _ _ _ -- - - -- - 1.11 .:'_'� ` 11 I — —-- — --- --- — --.—. __...—.-----------'— NO. FATE BY REVISIC)N 4PPR(�!✓E[l PROJECT N( 78-27 ay « I •. , ,�- _'..... .�._.I. ` — — �; 0► I_, . - _. _ � ., _ w..w..,•uw.rw..rwra�.- — _ '� .,_.. .. . — 1 t` I I I I I I 1 11 1 I I I I ) 'r ,v'" I 1 ( 1 I ! 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S A c) W x U+OU 4+45.00 +----- -- /" ' 2- � ►� r � � � _ 5A-ZI 6+0 2 (E-LINE 1 I SA-19' ROW-♦- 0 0 d 0 0 o o 0 0 Q 5+75.00 CLIENT: SCHECKLA PARK ESTATES SHEET Y� Z i i i <FE _ // �� TOTAL r 1 -1------ - — 5+48 SHEETS " Z il, OU� 169.70 ,` �I I TRE E ROW-M-c c) (3 � t3 0 C3 C) 0 0 (D 0 0 0 1 +- 69 _ _ _----___._.._ --- -- "I a ' 19 -- I I 77 IS -- '— SJ ' I i i 1— 0 I _ _ _ _ i::�i x.11 I i .. �. '.., __...._ -..__. -._._.v__� w ' ,' t N0. DATE BY REVISION APPROVED — ----.----- — — --- PROJECT NO. 78-27 �� —__.__.___-._________ �._ ___.________ _- __._------- �w••«, . ._ ..r.___.� -•.Lr.. ...•. rr._"+.'w'•��.`riYf1Y•WYMaM+".,x •,�•q•.^M!'•!.•'•I .n..e w•��/... .� MI .�� M•. .:....•.. r.., r; q•..I�..r.,,M••+.�y. /��� '1 ....• � N •.�••—..+wr.. .........e.-.-«.. .- • ' i `_ _I I T•.' I Jf' _ ♦- I TT'.T•_.�..."V -}. . I :.I -_. '� t r.... ..,_ _ ..•..... « _ :� j � ,.p ( 1 1 1 1 1 1� 1 1 1 1 1 1 1 / 1 III 11 1= I l r l l I (I ( 1 1 1 1 1 1 1- I I I I l l l l l l l l l l l l l l l l l l l l l l l l l l j l 1 1 1 1 1 1 rl1 1 1 1 1 1 1 1 1 1-� I l l i , Ilt � llf 111 I , I III II IIi li � I I � II� II ) 1 � 1 � III 1111111 III III ► I � II ! 1 � � 1I ( tll � l , 1 NOIF_: I F THIS MICROFILMED "� I 2 3 4 5 6 7 8 9 10 -- I I 12 DRAWING IS LESS CLEAR THAN THIS NOTIGE; IT IS DUE TO THF QUALITY OF TNF ORIGINAL DRAWING• OE 6Z 8Z LZ 9Z SffZ tiZ EZ ZZ 12 OZ 61 BI LI 91 sl bl EI ZI 11 01 6 '1 9 L 9 S..N bI �� E Z 1'1■ilr . 11!I1UIIIfIn1LILIIilnlilUlunllililU141Ililln;IIIIIi1luiniillUili:iilnnluniniill111i1111i1111i11Hliiiillln,iiiiiiiiill11111H111111111111fII11111ii1L11itIHliiiiiIIllliiidi111l!IIIiiiiili11il1ullloki-,1l1111i1111�1iiiiiiiili111111ulidnj1lII11111116!I1111I)IIIIIIIIIIWIIIII ,. 1992 5. W Pi ,NE8ROOK15TREET H".-._- ..... .,..u..w N--........N., .w,.u:_..w_•_-•.w+_ --_..,.a, ....r,r_w•-r._w...r -.rr...__...._a._ „ yt ,e ' � i /' 1 ,'- , d ? "'�'�•. V6 j T . t R 1 4 x"00 �`70 P y 00 t ./600 49ao = �o�a ,f�►©o JifOGi 1 tt. eninga Corsa j Oregon ' i"�"�4 v rw�4 fir- :u y♦ ' , i+ ,�9 - 1 I • • r. ? *tire+-.¢ 1.1 l.r �r , n t WY-+ - � t. I R A C.' T I IARX A REA • ' COOSTRUCTIOW NOTES : 1. Notify Tigard Water District prior to conmenaing construction. 20 2. All work shall be in accordance with A.W.W.A. standards. 3. All work will be inspected and approved b Ti Water PP Y and g ter '�• i` District 4. Fire hydrant assembly consists of 141 x F1 t 6" /.vsTAL c 6" TrE (PI v4 Y Y q ;sea, FIq ,`' Q• c EA37), E" G.✓, �' s'N. (so.) ! gate valve, 6" Ftg x Fig spool i (iMVO,f necess*ry) , and hydrant,Pacific States fire h Y 5� 3-part (2 - 2h" NST hose connections, 1 - 4N" pamper) , 6" Fig connec- �- NOTE : T.W� w pL4T,a/N I tions, lh" Pent Opr Nut, open left, color: red, traffic ! f /NS TAIL' 8E/{l•RSr , �/NSTA rxoom rents MA)O model. 5. Poured concrete thrustblocks at least 8 squaX>e feet of bearing surface at each tee, bend, and blow-. ff location. v) ! a , ao 6. 36" of 3/4" minus gravel cover for all mains. 7. Mains shall be tested at 150 psi. Static prosoure 85 psi. r, f 8. O.S.B.H. bacteriological tests required. 9. All sanitary sewer lines 10 1 laterally -or 31 vegrticai.Ly of water mains shall be encased in concrete 6" thick 10' a5 t from crossing. Where crossings are necessary, they must j to: be made ata approximately 90 with at least 18" separation ;N5?Ac L 2" 0.0. Pp Y ` /V MF -,IR 30r. , below water line. Z 41D IVRcy +Z C 7- ! J 10• Tigard Water District will install s3.1 copp4 ate; /A/S7A11 r_ 6.Y. � ,prior to black:topping of streets. Ke:tescs W104* fled s,N. 't aEVb I by the district .upon individual request for Ipme. A5 Re 'n ff _ --- ____...____. _,... __.__----__ _.... . _�._ , 1• Tpoazd Wateron Districtinstallation, co tractor will advise .. 1 s•p, ,-. /o g tali construction costs to which { //✓STALL 2" i I will be added 101 for district ins actions, water loss, - overhead, administration, sampling, etc. , and 81 for �f7'fR eor f I engineering, g permits, as-built drawings, inter- /Ns T,a� L �" + ; 1 ! `-.. I , f 4 e ineerin including " +3.0. section maps, etc. I Bo a' /1V5 TA 14 8,F V DS h: 7 6 S I :32 AS RfQ'D bV5TALL / 68 ,' G 7 I 12. MATERIAL LIST `° - 2 V !! /N,5TALL �" quantity G.V.' ..r---- -.. ,1� 12" D. I. pipe (Class 52) . . . . . . . . 1, 470 feet i . . . . . '\ .-' ;' 1 • , .- I + 8" D. I . pipe (Class 52) . . 1,170 feet 6" D. I. pipe (Class 52) . . . . . . . . 2,000 feet � 1 • _.-,_ -`" $"�:.� p "_._..� R ^,• •- 12" Butterfly valve " 3 each r- 6` 12" MJ x 8" MJ cross 1 each ?y /N57ALL B' i,.v. � _ ._ _ - 8.• r. 5• , `., r.t. ° /NS TALL 4 ,x n . 9vse,v� ; 8" MJ gate valve. . . . . . . . . . . . . . . 4 each I VL AS h 8" MJ cross. . . . . . . . . . . . . . . . . . . . . 1 each f e RED u c R ^/c. /CVs .A L L f ty I ' 8" MJ x 6" MJ tee. . . . . . . . . . . . . . . 2 each � CKosa + _�/ r _....__..______-_,_ ._.__._..____._..._. , _ � �� �. 2 each r� •._ �8 ��' /H;rALc ''��" � �G V[� 8'N D. � E�sT � I r J a�� MJ6x 2"EIPT rluucelC. . . . . . . . . . [� p g. . • . . c, • . . . . . . 1 each 8" MJ bend. . . . . . . . . . . . . . . . . . . . . . As Reqd I � �'. �,�• TF-E wi C s..✓ /N•$rA L L B'' --L" ; I ( f So,� BFNDS, AS RfV'J) 6•. MJ gate valve. . . . . . . . . . . . . . . . 6 each i ! \ 43 ( 1 /A�STALL t 6" MJ tee. . . . . . . . . . . . . . . . . . . . . . . 2 each 3 6" D. 6" MJ x 2" IPT plug. . . . . . . . . . . . . 5 each 44 �` ,`"!mss s ° _ �' 6" MJ bend. . . . . . . . . . . . . . . . . . . . . . As regd. 4J a j , Fire hydrant assembly. . . . . . . . 8 each 1P4I 7 I ` ! /N5?A[L F 1 I V 41 48 /NS TA L L :' �.U. `.t a 4o W ' SB /N Al 2 rf R aax �,• �---i•-. 6" D.I. � �\ __ _. _ ... ` { I � `g1j�� 49 � S,2 � /NSrALL II. I D.C. !tv ME71R �. �...••, ASSTAI4A'44O'L7S� U� 1. .. ..... _.. ._ 80X EINi�/0 CARS } B NTA` �P h'.y A L L S"TEE v J A.D. /N M!•'TE �_,. .. ._ _ .__ ._. '. D, f I T L . �80 O , OHO ' 3� � ,BANDS A5 R♦ 'U L) T i./)T 4. �e I _ _ S9 cn 4ALIMA LY/VDA 81,V BEN/V1) ccrt�7 I f I wJ 3y ` 3F 3 S T. L 3G I PA R�`'t . G Soo { ' j I /N.S TA i L I , WIG V. d i : 1 _.._.._.,._1.. ..«_..__..__.__.____.•^ _ ` ___ ....__ ._....._._...-_.....__ ._._.__.. ... ..__•. . .. _-fit ___. . .._ J A TTL R O 1. _.____ __ _ �.._, «.__. _._ _ . .w. _...__. t i0l " g„ L LI�iBRoOK °" [i.t.V• ! /�' . w TL /2 , C3tGI N FROJ EC 7 C NN r /N57 /N5 ret L D./, . /DO�� a" So.) .y.l. _ _ 1 .:,...•..�_ -..•_._____•_-Loo !2"DR. A/ /Z D. / rot �l 9 1., 2OF 29 y _, .. ` _• - ._ ' "T ' ..r'- T. _. .a.•...w....A.w.... 11wrw•Iw+•r.nA.. '' ..—r4"..p. . Y1wa..:i 'r+' * • - �, ,, "► !i"1'�'�'I'�' 'ii��1���1�_• I� i<Ifllljifilil I'M� flflf� fel �fll i�lliji illlij ��flfl f�ilil�" i��lr)1 ��flt�f ilfli�i ililil� ililili ililifi ili iii tl�jfli ili���� �� lt�ii;f►�i�i __ a -=-,w� ,,. ..:".�.�•-�-. � �r�.w_ _ __- ._ _. � t�; _ NOTE: IF THIS MICROFILMED �""+�"+ i -- _ _ 2 _ 3 4 5 8 T 8 9 10 DRAWING IS LESS CLEAR THAN --`� THIS NOTICG-r-IT 15 DUE TO QUALITY OF THE ORIGINAL .DRAWING. - ----- --- OE ea ea a9z Sz f►z Ez 'z 1z oz 61 fel LI 91 Ill f1 EI a II of -6 • L 9 S rE z 1�•*' ►fflluilnnlunlunluuln�►Imili� iiituulifkliiulnul►►►►lu►►Ian►�a►iOuiilEn�luu�ffulmilffulff�ilfiul►tnhiM�l of 110 Nmlffl�Wllttltffdltt6hlhHt�N�1111�II1�ysliiulunluulm�IfnlbWlN�i111�Uu�ult�Wl�llullfullul�INhIH _ JULY 6 1992 ' • —ire•..r.a.K.-1„�.,.,_.rr....___�11,_,,,,......,,_•___ .....�..________—'_•.._,._... _