Loading...
Resolution No. 87-28i - CITY OF TIGARD, OREGON RESOLUTION NO. 87- _ A RESOLUTION DECLARING THE INTENT70 FORM A LOCAL IMPROVEMENT DISTRICT TO CONSTRUCT STREET IMPROVEMENTS ON S.W. 135th AVENUE AND MURRAY BOULEVARD AND TO HOLD A PUBLIC HEARING, ADOPTING THE PRELIMINARY ENGINEER'S REPORT, AND DIRECTING T14AT NOTICE OF THE HEARING BE GIVEN. WHEREAS, the City Council by Resolution No. 86-131 directed that a Preliminary Engineer's Report be prepared for the construction of street improvements on S.W. 135th Avenue and for construction of Murray Boulevard extension; and, WHEREAS, the Preliminary Engineer's Report has been completes and s:.;:;mit'ced to the Council together with a report from the Community Development Director, which finds the proposed project to be feasible and recommends this project be given first priority pursuant to Council policy as set forth in Resolution No. 85-35; arid, WHEREAS, the Council has determined that certain project costs should be borne by the City Street Systems Development Fund; NOW, THEREFORE, BE IT RESOLVED by the Tigard City Council that: 1. The City Council by this resolution declares its intention to make the following street improvements on S.W. 135th Avenue and Murray Boulevard between Scholls Ferry Road and Walnut Street: roadway improvements, curbs, sidewalks, storm drainage, street lighting, and associated improvements. 2. The City Council by this resolution declares its intention to form a local improvement district with boundaries as described in attached legal description marked Exhibit A. 3. It is the intention of the City Council that the improvements be constructed in accordance with the Preliminary Engineer's Report attached as Exhibit 8 and entitled "Preliminary Engineering Report 135th/Murray LID". The City Council has been provided with copies of the Preliminary Engineer'3 Report. Said report is hereby ramende.d by deleting Section 11 (LID Assessment Roll) and inserting the attached Exhibit C as the Preliminary Assessment Roll, The report may be changed in the hearings &nd is hereby adopted subject to amendments. 4. The total estimated cost is $1,862,000 for the proposed improvements and the benefitted properties shall be assessed for all costs of design and construction on the basis of traffic generation potential, as described in the Preliminary Engineer's Report, to arrive at a fair apportionment of the costs among the specially benefitted properties. The traffic generation potential shall be based on the zoning in existence on the date that this resolution is adopted. Any costs of right—of—way acquisition shall be assessed on a front footage basis; those properties where the required right—of—way is ^- donated by the property owner shall be exempted from the front footage assessment. RESOLUTION NO. 87—Q5.: Page 1 I 5, The costs of designing and constructing at bridge for the 135th Avenue crossing of Summer Creek and all costs of widening of Scholls Ferry Road to provide a left—turn refuge at Murray Boulevard shall be borne by the City and the funding shall be derived from the Street System Development Fund. 6. The improvements shall be constructed by one or more contracts with award of contracts based on competitive bid procedures. 7. A public hearing shall be held at Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon on the 16th day of March, 1987, at 7:30 P.M., at which time the City Council will hear objections or remonstrances to the proposed improvement by any property owner within the proposed local improvement district boundary. 8. At least ten days prior to the public hearing, the Community Development Director is directed to give notice of the public hearing by publication and by individual mailed notice to all owners of real property affected by the proposed improvements. 9. All remonstrances shall be filed with the City Recorder by the close of the initial hearing. Thereafter, no remonstrances shall be. considered except as otherwise provided by Ordinance No. 85-40. 10. Following the public hearing scheduled for March 16, 1987, the Community Development Director is directed to appear before the Washington County Board of Commissioners to present his findings and to request that Washington County approve, by resolution, formation of the 135th/Murray LID, extending outside the City of Tigard, and its method of assessment. PASSED: This mrd day of February 1987. Mayor — City of Tigard ATTEST: City — City of Ti rd Deputy 2980p Robert E NA¢yer Consultants EXHIBIT A ' City of Tigard S.W. 135th Avenue/S.W.Murray Boulevard Local Improvement District Boundary AN AREA OF LAND IN WASHINGTON COUNTY, OREGON,AND IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, IN SECTION 33, TIS, RIW, W.M., AND IN SECTION 4, TIS, RIW, W.M., SAID AREA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SAID SECTION 4 WHICH BEARS N 880 58110" W, 25.01 FEET FROM THE SOU'T'HEAST CORNER OF SAID NORTH HALF, THENCE_, ALONG THE SOUTH LIN£ OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 4, N 886 58110" W, 1,717.29 FEET; THENCE, N 106 3911041" W, 1,346.90 FEET TO A POINT 20.00 FEET SOUTHEASTERLY OF (WHEN MEASURED AT A RIGHT ANGLE) THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF S.W. SCHOLLS FERRY ROAD (STATE HIGHWAY NO. 210) WHICH BEARS N 020 1315u" E,584.02 FEET AND N 346 20156" E,912.85 FEET AND S 100 39104", 28.28 FEET FROM THE SOUTHWEST CORNER OF THE AFORESAID NORTH HALF OF THE NORTHWEST QUARTER OF SE .TION 4; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID RIGHT-OF-WAY LINE, S 340 20'56" W,80.00 FEET;THENCE, N 550 39104" W, 45.00 FEET TO THE CENTERLINE OF SAID S.W. SCHOLLS FERRY ROAD; THENCE, ALONG SAID CENTERLINE, N 346 20156" E, 595.00 FEET; THENCE, S 550 39'04" E. 45.00 FEET; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID SOUTHEASTERLY RIGHT-OF-WAY LINE, S 346 20'56" W, 375.00 FEET; THENCE, S 55° 39104" E, 73.53 FEET TO A POINT ON THE SOUTH LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT AGREEMENT RECORDED IN BOOK 1008, PAGE 538, WASHINGTON COUNTY, OREGON, DEED RECORDS; THENCE, ALONG SAID SOUTH LINE AND. THE SOUTH LINE OF THE AFORESAID SECTION 33, S 880 19159" E, 587.77 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE, ALONG THE EAST LINE THEREOF AND TETE. WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER _ OF SAID SECTION 33, N 010 38'52" E, 352.36 FEET TO THE Page I of 4 i NORTHEAST CORNER OF SAID TRACT; THENCE, N 350 39'33" E,694.45 FEET TO A POINT UN THE NORTH RIGHT-OF-WAY LINE OF S.W. ASHBIJRY LANE AT THE WEST END THEREOF, AS SHOWN ON THE PLAT OF COTSWALD MEADOWS NO. 3, A SUBDIVISON OF RECORD; THENCE,ALONG SAID NORTH RIGHT-OF-WAY LINE, ALONG THE ARC OF A NON-TANGENT 375.00 FOOT RADIUS CURVE TO THE RIGHT _ (CENTRAL ANGLE: 50 20'46'; LONG CHORD: S 850 40'45" E, 34.98 FEET) A DISTANCE OF 34.99 FEET TO THE SOUTHWEST CORNER OF I ,j LOT 143, SAID COTSWALD MEADOWS NO. 3; THENCE, ALONG THE WEST LINE OF SAID LOT 143, N 010 34'35" E, 87.36 FEET TO THE NORTHWEST CORNER THEREOF; THENCE, ALONG THE NORTH LINE OF LOTS 143, 142 AND 141 OF SAID PLAT, S 840 35'52" E, 195.43 FEET TO THE NORTHERLY MOST NORTHEAST CORNER OF SAID COTSWALD ' MEADOWS NO. 3 AND A POINT ON THE WEST LINE OF LOT 24, COTSWAL13 MEADOWS, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID WEST LINE, N 010 34'35" E, 9.14 FEET TO THE NORTHWEST CORNER OF SAID LOT 24 AND THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT DEED RECORDED IN BOOK 40, PAGE 509, SAID DEED RECORDS; THENCE, ALONG THE WEST LINE OF SAID TRACT, N 010 34135" E, 330.00 FEET TO THE NORTHWEST CORNER OF SAID TRACT AND A POINT ON THE SOUTH LINE OF THE PLAT OF MILLARD AND VANCHUYVER TRACT, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID SOUTH LINE, N 880 22'28" E, 330.00 FEET TO THE SOUTHWEST CORNER OF LOT 32, SAID MILLARD AND VANCHUYVER TRACT; THENCE, ALONG THE WEST LINE THEREOF, N 010 34'35" E, 1,283.84 FEET TO THE SOUTHWEST CORNER OF THE CERTAIN TRACT OF LAND DESCRIBED IN THAT LAND SALE CONTRACT RECORDED IN BOOK 914, PAGE 762, SAID DEED RECORDS;THENCE, N 370 2VII" E, 340.64 FEET; THENCE, N 220 12'34" W, 77.33 FEET TO THE CENTERLINE OF SAID S.W. SCHOLLS FERRY ROAD (STATE HIGHWAY NO. 210); THENCE, ALONG SAID CENTERLINE, N 670 47'26" E, 146.59 FEET TO AN ANGLE POINT OF SAID CENTERLINE AT RWCL STATION 46+42.41 AS SHOWN ON THAT OREGCN DEPARTNIENT OF TRANSPORTATION DRAWING A IL Page 2 of 4 I TITLED "SCROLLS HIGHWAY AT S.W" 135THNUOLDING SCALONG FESAID ROAD DETAIL MAP"; THENCE, CENTERLINE, N 710 32'01" E, 80.00 FEET; THENCE, S 180 27'59" E, 114.04 FEET;THENCE,S 620 42'01^E, 745.28 FLET TO THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT BARGAIN AND SALE DEED RECORL)ED AS DOCUMENT NO. 83027784, SAID DEED RECORDS; THENCE, ALONG THE 171EST LINE THEREOF, S 010 34'37" W, 990.00 FEET TO THE SOUTH`E'EST CORNER OF SAID TRACT AND A POINT ON THE NORTH LINE OF BRITTANY SQUARE NO. 3, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID NORTH LINE, S 880 23'41" E, 145.70 FEEAT To THE LONG CENTERLINE.LINEE F S-W- WIN'_",.:.RLAKE DRIVE; THENCE, S 010 3019" W, 150.00 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE AND ALONG THE ARC OF A 280.00 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 480 51'36";LONG CHORD: S 220 49'29" E, 231.61 FEET) A EMSTANCE OF 238.78 FEET TO A POINT OF TANGENCY; THENCE, NG ALONG SAID CENTERLINE, S 470 15'17" E, 165.51 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE, ALONG THE ARC OF A 300.00 FOOT RADIUS_CURVE TO THE LEFT (CENTRAL ANGLE: 340 49'17"; LONG CHORD: S 660 18'36" E, 179.53 FEET) A DISTANCE OF 182.32 FEET TO THE CENTERLINE OF S.W. 130TH AVENUE AND THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 33; THENCE, ALONG SAID EAST LINE, S 010 30'12" W, 1,095 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THE NORTHVIEST QUARTER OF THE NORTHEAST QUARTER OF THE AFORESAID SECTION 4, AND THE NORTHEAST CORNER OF LOT 95, MORNING HILL NO. 4, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER, S 020 27'28" W, 990.00 FEET; THENCE, N 870 32'3" W, 250.00 FELT; 710 15' W', 1,105 FEET, MORE OR LESS, TO A POINT WHICH THENCE, S BEARS S 880 58'10" E, 20.50 FEET FROM THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE, PARALLEL WITH AND 20.00 FEET FROM THE CENTERLINE OF S.W. WALNUT STREET (CR NO. 934), S 170 47'27" E' AL i Page 3 of 4 sa 2.85 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID S.W. WALNUT STREET; THENCE, ALONG THE ARC OF A 457.46 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 160 43'21" LONG CHORD: S 260 09'07^ E, 133.04 FEET) A DISTANCE OF 133.52 FEET; THENCE, N 880 58'10" W, 105.30 FEET TO THE SOUTHEAST CORNER OF LOT 6, OBRS HEIGHTS, A SUBDIVISION PLAT OF RECORD;THENCE, ALONG THE EAST LINE OF SAID LOT 6, N 020 14'27^E, 120.82 FEET TO THE POINT OF BEGINNING. FA r Page 4 of 4 n s EXHIBIT C - PRELIMINARY ASSESSMENT ROLL CIT; OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE1 MURRnY BLVD TOTAL TRIPS: 20928 TOT-AAL COSTS62,000 EST I MP,TED L. I.D. TRIPS ' ASSESSMENT LOT # GENERATED Y. OFTOTAL ---------- --- 2604 - 12.442266X $231,682 1 96044% $17,883 0. `' 201 $8,630 97 0.46349%/_ 4 0.40615% � , 4 8- $15, 125 170 0.81231/ 0.93177 $17,349 6 6 195 $8,096 7 9, 0.43482-,! $8,630 a 97 0.46Z49% $16,316 0.90310% g 18'3 138,630 0 97 0.46349% $6t+,504 1 1 725 3.464' 6 4. 16667-/- $77,583 12 37'.? $890 1 y 10 0.04778%- $890 10 0.04778:. $890.1 S k 477 S 0.0V. 15 10 $890 16 100.04778% ,a 10 0.04778'%- $$90 17 4773 0.0 % 18 10 $890 19 10 0.04778;= $890 10 0.04778% $390 l 21 10 0.04778%. $3g0 10 0,04778-% $890 r . "% __ 10 04778 $8 0 24 i 0 0. 114778'% $690 1 0-0�r778% $890 25 26 0. %0477x10 $890 27 10 0.04778•% $8130 28 10 0.0477S/- $ 213 10 0.04778% $890 30 10 0.04773'% $890 31 10 0.04-778% $890 10 0.04778% $3-0 10 0.04778•!- $890 33 10 0.0477a 34 0.0f+773;! $5917: 35 10 $8,3111110 0.04778% $390: 36 10 0.0477S% $890 37 0.04778% 10 5390 33 10 0.04778% $890 313 0.0477a-/- 40 i0 $a30 41 10 0.' 4778% 390 1.� 0,04773% 410 .04'72, $890 43 23 C. D.':".4778`!- 4k 10 0.0,4773% $590 45 10 $890 10 0.2714 77S'' S3130 i- 46 ik3 0.1:4773% `+43 io 0. 'D 4775'/- $o94T �r•? 1-C'. 1.0,:.r;'-^�;= e a CITY OF TIGARD - LID ASSESSMENT BOLL - 135TH AVE; MURRAY BLVD L. I.D. f TOTAL TRIPS: .=0983 TOTAL COST: $1,868,000 L. I.D. TRIP'S ESTIMATED LOT #d GENERATED % OF TOTAL ASSESSMENT 50 10 - 0.04778/ ------$890 51 10 0.04778% $890 =1c 10 0.04778% $890 53 10 0.04778% $890 54 10 0.04778% $890 SS 10 0.04778% $890 56 10 0.04778% $890 57 10 0.0477a% $89id 58 10 0-0477P-% $890 59 10 0.04778% $890 60 10 0.04778% $890 61 10 0.04778% $890 62 10 0.Q14778.% $890 63 10 0.04778/ $890 64 10 0.04778-/. $890 65 10 0.04778% $890 66 10 0.04778.1. $890 67 10 141.04778% $890 68 10 0.04773/ $890 69 10 0.04778% $890 70 10 0.0477S% $890 71 10 0.04778% $890 72 1 0 0.04778% $890 73 10 0.04778% $890 74 10 0.04778% $890 75 10 0.04778% $390 76 10 0.04778% $890 77 10 0.1414778% $890 73 Y 0 0.04778;= $890 7? 10 0.04778% $890 80 10 0.0=,,778% $890 81 10 0.04778. $890 10• Z.047'8;, 5890 83 1 2 0.04773%. $390 84 10 0.04778% $890 8 10 0.047787: $890 86 1 0 0.0477S% 5890 87 10 0.04778% $890 88 10 0.14778% $890 89 10 0.1+04778% $890 90 i 0 0.04773% $890 91 10 0.t�:.i.773Y. 5390 04778! 5890 ; 93 1 7 0.i214773% £890 d" 94 •_ ate- 10 EI. Z4773/ $8o 0 0 Z.04778% '$890 96 10 ��. 04778: $890 9 ;1 ,. 4 7 7 a-,' 58'x,0 7 1 L 0. .•4773'.'•: $390 E .'SLB CITY OF TIGARD - LID ASSESSMENT RCLL - 135TH AVE/ MURRAY 13LVD L. I.D. TOTAL TRIPS: 20,928 TOTAL COST: $1,86'2,0'D0 L, I.D. TRIPS ESTIMATED LOT 33 GENERATED / OF TOTAL_ ASSESSMENT '-- 99 10 0.0477B% $890 100 10 0.04778% $890 101 10 0.04778% 5x890 102 10 0.04778/ $890 103 10 0.04778% $890 104 10 0.04778% $890 105 10 0.04778% $890 106 10 0.04778% 4890 107 10 0.04778% $890 108 10 0.04778% $890 109 10 0.04778% 5890 110 10 0.04778% $890 1 1 1 10 0.04778i1: $890 112 10 0.04778% $890 113 10 0.04778%- $890 114 10 0.04778! $890 115 10 0.04778% $890 1 16 10 0.04776V. $890 117 10 0.04778% $890 Ila 10 0.0477371 $890 119 10 0.04778/ $890 120 10 0.04778V. $890 121 10 0.047781: $890 122 10 0.04778% $890 123 10 141.04778% ».5'30 124 10 0.04778'1. $890 125 10 0.04778% $890 25 10 Cl.04778% $890 127 10 0.04778% $830 128 10 0.047787= $890 129 10 0.04778%.. $890 130 s0 0.04778% $890 131 10 0.04778! $890 132 10 0.,Z,4778% $890 133 10 0.04778: $890 134 10 0.04778% 3890 135 10 0.04778;! $830 13 6 10 0.04778% $890 137 10 0.k147-,13% $890.. 138 10 0.047787: 90 139 10 0.24778'1• $20. 0 140 10 0. Z14778% 4890 141 10 0.04773'/- 5�i90 1%.':2 10 0.'54778% $890 143 10 0..)4,=3% 4890 144 10 0.'Z14778% $890 145 'Dr+,,B'/• !i"390 14tS .0 D..,34772-, -;890 '�.. 147 1.0 '.. .x.778;= 3LS�:: s CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY ZLVD L. I. D. { TOTAL TRIPS: 20928 TOTAL COST: $1,B62,O00 L. I.D. TRPS ESTIMATED LOT it GENERATED % OF TOTAL ASSESSMENT ------ --------- ---------- ---------- 148 10 0.04778% $890 149 10 0.04778% $890 150 10 0.04778'/. $890 151 10 0.04778% $890 152 10 0.04778% $890 15� 10 0.04778/ $890 154 10 0.04778'1. $890 1SS 10 0.04778% $890 156 10 0.04778% $890 157 10 0.04778% $890 158 10 0.04778% $890 159 i 0 0.04778% $890 160 40 0. 19113! $3,559 161 10 12).04778% $890 162 60 0.28670-% $5,33a 163 622 2.97209% $55,3,(>0 164 20 v7.09557 $1,779 165 10 0.04778% ?890 166 0 0.00000% $0 167 0 0.00000% $0 I68 10 0.04778% $890 169 10 0.04778% $890 170 10 0.04778% $890 71 10 0.04778% $890 172' 10 0.104776% $890 17.E 10 0.04778% $890 174 10 0.04778.: $890 173 10 0.047787t $890 175 10 0.04778% $890 177 10 0.04778% $890 178 10 0.04778% $8,30 _79 10 0.04778: '.x890 180 10 0.04778% $890 181 10 0.04778%. $890 132E 10 0.04778:= $890 183 10 0.04773% $890 184 10 0.04773% $890 185 10 0.04778% $890 186 10 0.04775% $890 187 10 0.04=2% $890 188 :0 0.04778% $890 1'9 ,!3 0.O4773". $8,30 _^-, 0.21477a% $890 131 :10 0.04778% '589'0. 192 :0 0.04778% 8890 .'c 2:. 7i4'T73;: 5890 194 1 Z, 0.04778:. $890 ,Eta :ti 0.214775% $890 i =age 4 CIT`; OF TISARD - LID ASSESSMENT ROLL - _35TH AVE/ MURRAY BLVD L. I.D. TOTAL TRIM'S: 20923 TOTAL COST: 51,865.,Q11 t0 L. I.D. TRIPS ESTIMATED ! LOT-4#- GENERATED /-OF-TOTAL RSSESSMENT � ----- ------- y 197 10 0.04778% $890 198 10 0.04778% $890 199 ?0 0.04778% $870 200 10 0.0477S% $890 201 0 0.00000-% $0 202 0 0.00000% $0 203 10 0.04778% $890 204 10 0.04778% $39k, 205 10 0.04778% $890 206 10 0.04778% $890 207 10 0.04778:= $890 206 10 0.04773% $890 209 10 0.04778% $890 210 10 0.04778% $890 211 10 0.04778% $890 212 10 0.04778% $890 213 10 0.k`+4773% $890 214 10 0.04778% $890 15 1+0 171.04778'% $330 216 10 0.04778% $890 17 10 0.04778% $890 2-8 10 0.0477B% $890 219 10 0.04778% 587,1 220 10 0-047789% $390 221 .10 0.04778% $8'-30 L-122 10 0.04778% 58Skh _23 10 !T.04778% $890 224 10 kl.04778% $89-0 22c 10 0.04778% 3890 - 6 .10 0.04778'% $890 227 10 0.04778% 8 28 10 0.0477S% 890 $890 229 i 0 Q:.04778% $890 _ Q i0 0.04778% $890 231 -0 0.04778%232 33'30 10 0.04778% $6se. i 0 0.171477S% $892 234 10 0.04778V. $890 i0 0.0477SY $390 23S 10 0.04778; $890 237 1 1-1 0.0�+7 78 $890 233 i kl 0.04772% 8so =Lk� ill '1.21+778% $gc CA lY, 0.*04773% S-,so, 742 i�l 71.'347735C $890 243 10l.747 73% 8890 244 i 2d 01,047- �3asti 21;C i Z 0.0477 535 CIT`{ OF TIGAIRD - LID ASSESSMENT ROLL - 13STH AVE: MURRAY BLVD L. I. D. TOTAL TRIPS: 20928 TOTAL COST; .*.1,862,000 L. I.D. TRIPS ESTIMATED LOT ;# GENERATED /. OF TOTAL ASSESSMENT ---------- 246 10 0.04778% $830 247 10 0.04778% $890 248 10 0.04778:4 $890 249 10 0.04778'/. $890 250 10 0.04778% $890 251 10 0.04778'/. $890 252 10 0.04778% $890 2S3 10 0.04778% $830 254 10 0.047781 $890 255 10 0.0477S% $890 256 10 0.04778% $890 2S7 10 0.04778% $890 2258 10 0.047787 $890 259 10 0.047781 $890 260 10 0.0<+778; $890 261 10 0.04776V. $890 262 10 0.047787 $890 263 10 0.54778/ $890 264 10 0.04778'% $890 265 0 0.00000% $0 266 10 0.04778; $890 267 10 0.04776V. $890 2288 10 0.047781 $890 269 10 0.047787 $890 270 10 0.04778'% $890 271 10 0.047787 $890 272 10 0.04778% $830 273 10 0.04778V. $890 274 10 0.04778V. $890 275 10 0.04778% $890 276 10 0.0477S% $890 '77 10 0.04778% $830 273 i 0 0.047-78% $890 273 10 0.047787 $890 280 10 0.047781 $890 281 10 0.047787 $890 2. = 10 0.047787. $890 283 10 0.1214778V. $890 284 10 0. 1-14778:4 $890 285 10 0.•:4778% $890 28v to V.I.047787 $890 287 10 0-0477S% $890 283 10 10.0,4778%78'/. $890 2,99 10 0.04778% $890 290 10 Z.24778V. $890 :31 10 0.''Z4773'% $852 292 i 0 0. 04778,-' $890 23. 12 0.0477a,, n890 _94 10 0.04778,• $890 „3c Z CITY OF TIGARD - LID ASSESSMEiNT ROLL - 135TH AVE/ MURRAY BLVD L. I.D. TOTAL TRIPS: :0928 TOTAL COST: $1,862, 0✓,70 L. I.D. TRIPS ESTIMATED LOT 4 GENERATED 1. OF TOTAL ASSESSMENT 295 10 0.04778'/- $8911 296 10 0.047787: $890 297 10 0. 04778% :5890 298 10 0.04778/ $890 299 10 0. 04778/ $890 300 10 0.04778;: $890 301 10 0.04778% $890 302 469 -.;4108/ $41, 7228 303 109 0.52083/ $9,698 304 10 0.04778% $890 305 0 0.00000% $0 306 10 0.04778% $890 307 10 0.04778/ $890 308 10 0. 04778% $890 303 10 0-04778% $890 310 10 0. 04778/ $890 311 lo 0. 04778'!• $890 31 p i 0 0- 04778% $890 313 10 0.04778% $890 314 10 0. 04778/ $890 315 10 0.04778:: $89120 316 10 0.04778/ $890 317 10 0. 04776'/• $890 318 i 0 til. 04778/ $890 319 10 0.04778'/. $8'30 320 10 0. 04776% $890 321- 10 0.04773% $890 _- 10 0. 04778/ $890 323 10 0.04778% $890 324 10 0.04778% $890 325 10 0.04778% 4S 890 326 10 0. 04778'% $890 32.7 10 0-04778% $890 328 10 0. 04778% $890 329 i o 0. 04773%. $890 330 10 0. 04778% $890 331 10 0- 04773% ?890 332 10 0- 04778% $390 333 10 0.04778% $II90 334 0 0. 00000/ $0 335 0 0. l@000/ $0 36 iZ 0. 04778/ $890 i 0 0. 04778% $890 s38 i 0 0. 214778'% $030 39 1 l 0. `_+778'%• $890 L 340 10 0. 24778/ $890 341 i 0 0. 1'4775/ $8'?><l 342 :0 0.04778;' 589 h Z43 1121 0. `.•0.1.778:' 22,30 t s i CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L. I.D. f TOTAL TRIPS: 20928 TOTAL COST: 31,802,0:30 TRIPS ESTIMATED LOT it GENERATED % OF TOTAL ASSESSMENT ------ --------- ---------- ---------- 344 10 0. 04778% :5830 345 10 0.04778% $890 346 10 0.04773% $890 347 12 0.04778% $890 348 10 0.04778% 36830 349 36 0. 17202% $3,203 350 219. 1.04G44% $19,485 351 36 0. 17202% $3,203 352 2231 1. 10378^1 $20,552 353 10 0.04778% $890 354 10 0.04778% $890 355 10 0.04778% $830 356 10 0.04778% $890 357 10 0.04778% $890 358 10 0.04778% $890 359 10 0.04778% $890 360 10 0.04778% $890 361 10 0.04778% $890 362 10 0.04778% $890 363 10 0.04778% $890 364 10 0.04778% $890 365 10 0.04778% $830 366 10 0.04778% '3.830 367 10 0.04778% a890 368 10 0.1414778% $830 369 10 0.04778'% $330 370 10 0.04778% $890 371 10 0.04778% $890 372 10 0.04778% $890 373 10 0.04778% $890 374 10 0.0477a% $890 375 10 0.04778% $890 376 10 0.04778% 5890 377 10 0.04-78% 5890 378 10 0. 04778:= $890 379 10 0.04773% $890 380 10 0.04773% $830 381 10 0.04778% $830 382 10 0.04778% $890 383 10 0.k'14778% $830 384 10 0.04778% $890 385 10 0.214778% '3830 386 /0 0.04=S,/ $890 387 10 1-41.04778;1 X830 r 288 10 0.104743% $~830 \.. 389 701 3/r95 S6 ,3E9 390 A 651 3. '-10677: Z57,9'c1390 3 82:9 39. $733.0-33 39142 0.2 01463s: 73 B CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L. I. D. l TOTAL- TRIPS: 20928 TOTAL COST: 31,862,000 L. I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT - -- --- ---- - 332 15 0.04778% $890 393 10. 0.04778% $890 394 10 0.04778% $890 30-5 10 0.04778% $890 396 10 0.04778'/. $890 397 10 0.04778% $890 398 10 0.04778% $890 393 10 0.04778% $890 400 10 0.04778% $890 401 10 0.04778% $890 402 10 0.04778% $890 403 10 e..04778% $890 404 10 0.04778% $890 405 10 0.04778% $890 406 lo 0.0477a% $890 407 10 0.04778Y.. $890 408 10 0.04778% $890 409 10 0.04778% $890 41 is 10 0.04778% $890 411 10 0.04778% $890 412 10 0.04778% $890 413 10 0.04778% $891-1 414 10 0.04778% $890 415 10 0.0477.3% $890 416 i 0 0.04778% $890 417 10 0.0477S% $890 418 i 0 0.0477C% $890 4-19 i 0 0.04778% $890 420 10 0.0477B% $890 421 i 0 0.04778% $890 422 10 0.04778% $890 423 10 0.047787: $890 42 4 10 0.141477S% $890 425 i0 0.04778% $890 426 i0 0.04778, $890 427 10 0.04778% $890 428 10 0.04778% $890 429 i 0 0.04778 $890 430 10 0.04778:- $890 431 i 0 0.04778%- $890 4ZE 1'x 0.21477-07: $890 4.= ill 0.04778: $890 434 1 0. $890 4C., b 0 0.21477P% $890 4.'6 1 O 0.04773'/• $890 4= 0 0.'x0000:: $0 i' CITY OF TIGARD PRELIMINARY ENGINEERINGT iMURRAY LID ::::�4 '77-tA�-- IF i k t i 11 KEECH ASSOCIATES, I NC.,TRAFFIC Engineers f FEBRUARY 6, 1987 Planners � c Surveyors Landscape Architects "^ �� r R. ,yti ''� .?'_ ��rv':rKy r- rG„`°w y� -'� �.s�;•^�--kg..�Ls,�. m %-A PRELIMINARY ENGINEERING REPORT 135th AVENUE/MURRAY BOULEVARD LID I ' r s City of Tigard, Oregon February 6, 1987 �0 PROS f t w 8520 OP.=-GOK i O�Gi!iG 22. �N. SANOS� I David H.Sandstrom, P.E. Project Manager for ROBERT E. MEYER CONSUL'T'ANTS,INC. 4805 S.W.Griffith Drive Beaverton,Oregon 97005 503/643-7531 1548-00 City of Tigard 135th Avenue/Murray Boulevard LID INDEX SECTION NAME PAGE 1 Introduction I Scope of Work 1-2 3 Resources I i - 4 Base ;Mapping 1 5 LID Boundary and Legal Descriptions 1-10 6 Design Requirements I 7 Preliminary Design 1_14 Horizontal Alignment I Vertical Alignment 2 Typical Pavement Section 2 Earthwork 3 Intersections 3 Right-Of-Way Dedication 5 Utility Services Water 8 Sanitary Sewer 10 i Storm Drainage 10 Electricity 12 Telephone 13 Cable 14 Landscaping 14 8 Traffic Analysis 1-5 9 Opinion of Probable Cost I 10 LID Ownership Roil 1-41 11 LID Assessment Roil 1_20 Appendix Opinion of Probable Cost 1-4 Trip Generation Allocation 1-15 e Letter from Stewart Title I a , { Figure 1,Scholls Ferry Road widening at Murray Boulevard I 1548-00 6_ INDEX (Cont.) Appendix (cont) SHEET Preliminary Plans LID Base Map 1-2 135th Avenue 3 Murray Boulevard 4 P A e. F. yyF i S£ I [r L II@�63'R�63e1�3'AS2� i t L. .. 4!� 1 .. _ .. .. City of 'Tigard 135th Avenue/Murray Boulevard LID INTRODUCTION Preparation of this Preliminary Engineering Report was authorized by the City of Tigard under Personal Services Contract No. 000133. Execution of this contract is a g result of City of Tigard Resolution No. 56-131, directing the staff to have a [ Preliminary Engineering Report prepared regarding the feasibility of providing street improvements through the formation of a Local Improvement District in the area of 1 S.W. 135th Avenue and the proposed extension of Murray Boulevard. The background and a description of preliminary work completed prior to this report to determine the feasibility of the LID is provided in the "Preliminary Evaluation Report, 135th/Murray LID, November, 1986,11 prepared by the City of Tigard. This report presents LID base maps, legal descriptions, preliminary plans, a summary of preliminary engineering,opinions of probable cost,an LID ownership and assessment roll, traffic analysis, and a description of how assessments are calculated in accordance with the attached scope of work. The following scope of work is taken from the City of Tigard's Request For Proposal for this project. i i 1 1548-00 Pagel 1 1 _ SCOPE OF WORK : E t rt 4 City of Tigard 135th Avenue/:Murray Boulevard LID SCOPE OF WORK g The consultant work under this contract includes: 1. Preparation of a Preliminary Engineer's Report for the proposed 135th/Murray LII). 2. Attendance at one City Council meeting to present the Preliminary ( Engineer's Report and to answer questions about the Report. t 3. Attendance at one public hearing on the LID formation to answer any questions which may arise pertaining to the Preliminary Engineer's Report. The Preliminary Engineer's Report shall be prepared in accordance with Resolution No. 86-131 and TMC 13.04.030(b). The consultant shall supply 25 copies of the completed report to the City. 4 The report shall consider two alternatives. Alternative A is the formation of one LID as described in the Preliminary Evaluation Report. Alternative B is formation of two LID's -one for the construction of Murray Boulevard west of 135th Avenue and one for reconstruction of 135th Avenue between Scholls Ferry Road and Walnut Street. For each alternative, the report shall include: i. A map or maps showing the LID boundary, all ownership parcels within the LID,and the additional right-of-way which must be acquired. I 2. A legal description of the proposed LID boundary. 3. A description of how the assessments for the various parcels are to be calculated based on the traffic-generating potential of each parcel. 1548-00 Page 1 f 0 4. An estimate of the total cost of the LID and of the assessment of each parcel in the LID. 5. An estimate of the portion of the cost attributed to"extra capacity"in the design (i.e., the extra width and pavement depth required because the street is designed to collector street standards rather than local street standards). € 6. A complete LID roll showing the name and mailing address of the owner(s) of each parcel in the LID and the estimated assessment for the parcel. (Note: County tax rolls are not an adequate source for this information. A title company report or similar search of records is required. The date of the search should be less than 30 days prior to the release of the Preliminary Engineer's Report.) 7. A traffic analysis to project traffic volumes on 135th Avneue and on Murray Boulevard in the year 2005. For 135th Avenue, a projection of the percentages of through and local traffic in 2005. i i i t k q� . C 1548-00 Page 2 w RESOURCES i e f. City of Tigard 135th Avenue/Murray Boulevard LID x RESOURCES Mapping and data available for the preparation of this report include the following; Topographic Maps- Prints of topographic maps at a scale of 1" = 100' with contour intervals of 2'from 1974 aerial photography Tax Lot Maps- Current tax lot maps from Washington County (January 12, 1987) Plat Maps- Ari Green Brittany Square No. 1 Brittany Square No. 2 Brittany Square No. 3 Cotswald Meadows Cotswald Meadows No. 2 Cotswald Meadows No. 3 Morning Hill No. 1 Morning Hill No. 2 Morning Hill No. 3 Morning Hill No. 4 Winter Lake William and Vanchuyver Tract Street Plans- State Highway Department preliminary plans for 1987,Scholls Ferry Road improvements E Zoning Map- Current zoning map and comprehensive plan from the City of Tigard Standard Drawings-City of Tigard Standard Drawings Utility Maps- Sanitary sewer Storm drainage Water U.S_G.& Quadrangle Maps 4 Traffic Data- Transportation Map from Comprehensive Plan Metropolitan Service District Data i. Design Standards- Washington County Uniform Road Improvement Design Standards r k 1548-00 Page i e A i I Z t i 1 j EASE MAPPING i I f { z r City of Tigard 135th Avenue/Murray Boulevard LID a. BASE MAPPING The LID base map and corresponding plans for 135th Avenue and Murray Boulevard are v compiled from a mosaic of tax lot maps at a scale of 1" l 100'. Elevations are taken from 1974 aerial topographic maps provided by the City of Tigard, scale 1" = 1001, contour interval 21. ( Horizontal dimensions and ground elevations used for preliminary design are based ( upon scaled dimensions, property line locations and ground elevations represented on r the above describer! maps. Field surveys to verify centerline right-of-way and property line locations is beyond the scope of this report. i 1548-00 .page I P, i t LID BOUNDARY AND LEGAL DESCRIPTIONS 4 r 4 i r City of Tigard 135th Avenue/Murray Boulevard LID LID BOUNDARY AND LEGAL DESCRIPTIONS 135th Avenue/ Murray Boulevard LID: The overall LID boundary shown on enclosed sheets 1 of 4 and 2 of 4 is generally as defined by the City of Tigard. Slight modifications have been made to the boundary at street intersections so that constructioc to be performed under the LID will be contained within the LID boundary. 135th Avenue LID and Murray Boulevard LID: The line between these two potentially separate LID's is based upon an evaluation of areas served by 135th Avenue and Murray Boulevard, by waiver of remonstrance agreements made under existing plats and by the proposed construction scope for each LID. The 135th Avenue LID would include construction of the southerly portion of Murray Boulevard from station 0+00 to station +20+ plus the entire length of the 135th Avenue improvement from :Murray Boulevard to Scholls Ferry Road. - The Murray Boulevard LID would be limited to construction of Murray Boulevard from station 8+20+ to Scholls Ferry Road. LEGAL DESCRIPTIONS The bearings and distances contained in the body of the legal descriptio-is are based on a compilation of subdivision plats, surveys, deeds and county road rotes of record, together with Oregon State Highway Department drawings. The basis of bearings is the site map for Russ Krueger prepared by R.E. Bancroft & Associates,Inc., revised 7-24-86. 1548-00 Page 1 Robert E Mzyier Consultants City of Tigard S-W. Murray Boulevard Local Improvement District AN AREA OF LAND IN WASHINGTON COUNTY, OREGON, AND IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, IN.SECTION 33, TIS,RIW, W.M., AND IN SECTION 4, TIS, RIW, W.M., SAID AREA BEING e MORE PARTICULARLY DESCRIBED AS FOLLOWS: s BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF t OF THE NORTHWEST QUARTER OF SAID SECTION 4, WHICH BEARS N 880 5811011 W, 757.61 FEET FROM THE SOUTHEAST CORNER i THEREOF; THENCE, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 4, N 880 58'10" W, 984.69 FEET; THENCE, N 100 391104" W, 1,346.90 FEET TO A POINT 20.00 FEET SOUTHEASTERLY OF (WHEN MEASURED AT A RIGHT ANGLE) THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF S.W. SCHOLLS FERRY ROAD(STATE HIGHWAY NO. 210) WHICH 13EARS N 020 13154"E, 584.02 FEET AND N 340 20156" E, 912.85 FEET AND S 100 3910411, 28.28 FEET FROM THE SOUTHWEST CORNER OF THE AFORESAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 4; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID RIGHT-OF-WAY LINE, S 340 2056" W, 80.00 FEET;THENCE,N 55'39'04" W, 45.00 FEET TO THE CENTERLINE OF SAID S.W. SCROLLS FERRY ROAD; THENCE, ALONG SAID CENTERLINE, N 340 20156" E, 595.00 FEET; THENCE, G S 550 39104" E, 45.00 FEET; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID SOUTHEASTERLY RIGHT-OF-WAY LINE, S 340 20'56" W, 375.00 FEET; THENCE,S 55 39104" E, 73.53 FEET TO A POINT ON THE SOUTH LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT ( AGREEMENT RECORDED IN BOOK 1008, PAGE 538, WASHINGTON !- COUNTY, OREGON, DEED RECORDS; THENCE, ALONG SAID SOUTH LINE AND THE SOU"rH LINE OF THE AFORESAID SECTION 33, S 880 19'59" E, 587.77 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE, ALONG THE EAST LINE THEREOF AND THE WEST } LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 33, N 010 38'52" E, 352.36 FEET TO THE c, Page 1 of 2 i NORTHEAST CORNER OF SAID TRACT; THENCE, N 350 39.33" E, 694.45 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF S.W. ASHBURY LANE AT THE WEST END THEREOF, AS SHOWN ON THE F f PLAT OF COTSWALD MEADOWS NO. 3, A SUBDIVISON OF RECORD; THENCE,ALONG SAID NORTH RIGHT-OF_WAY LINE, ALONG THE ARC OF A NON-TANGF-NT 375.00 FOOT RADIUS CURVE TO THE RIGHT (CENTRAL ANGLE: 5° 20'46'; LONG CHORD: S 850 40'45" E, 34.98 FEET) AN ARC DISTANCE OF 34.99 FEET TO THE SOUTHWEST j CORNER OF LOT 143, SAID COTSWALD MEADOWS NO. 3; THENCE, ALONG THE WEST LINE OF SAID LOT 143, N 010 34'35" L, 87.36 FEET TO THE NORTHWEST CORNZR THEREOF; THENCE, ALONG THE NORTH LINE OF LOTS 143, 142 AND 141 OF SAID PLAT, S 840 35'52"E, 195.43 FEET TO THE NORTHERLY NORTHEAST CORNER OF SAID COTSWALD MEADOWS NO.3;THENCE, ALONG THE NORTHERLY EAST LINE OF SAID COTSWALD MEADOWS NO. 3,S 010 34'35" W, 847.00 FEET TO THE CENTERLINE OF S.W.MORNING HILL DRIVE; THENCE,ALONG SAID CENTERLINE, S 880 22'28" E, 56.44 FEET TO ITS INTERSECTION WITH THE CENTERLINE OF S.W. WESTBURY TERRACE; THENCE, ALONG THE CENTERLINE OF S.W. WESTBURY TERRACE; 5 020 14'27" W, 124.87 FEET TO A POINT OF CURVATURE; THENCE, S 870 45'33"E, 25.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF S.W. WESTBURY TERRACE AND THE INTERSECTION WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF THE AFORESAID SECTION 4; THENCE, ALONG SAID NORTH LINE, S 880 25'03" E, 100.01 FEET TO THE NORTHEAST CORNER OF LOT 84, SAID COTSWALD MEADOWS NO. 3; THENCE, ALONG THE SOUTHERLY MOST EAST LINE. OF COTSWALD MEADOWS NO. 3, S 020 14'27" W, 490.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF S.W. -MURRAY BOULEVARD; THENCE, N 880 25'03" E, 282.53 FEET; THENCE, 5 010 34'57" E, 117.53 FEET; THENCE, S 370 37'16" W, 979.65 FEET TO THE POINT OF BEGINNING. Page 2 of 2 m � v- Robert E.Wv-y&r Consultants City of Tigard S.W. 135th Avenue/S-W. y(urray Boulevard Local Improvement District Boundary AN AREA OF LAND IN WASHINGTON COUNTY,OREGON, AND IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, IN SECTION 33, TSS, RIW, W.M., AND IN SECTION 4, TIS, RIW, W.M., SAID AREA BEING, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SAID SECTION 4 WHICH BEARS N 880 581101, W, 2.5.01 FEET FROM THE SOUTHEAST CORNIER OF SAID NORTH HALF, T riENCE, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 4, N 880 58'10" W, 1,717.29 FEET; THENCE, N 100 39110411 W, 1,346.90 FEET TO A.POINT 20.00 FEET SOUTHEASTERLY OF (WHEN MEASURED AT A RIGHT ANGLE)THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF S.W. SCHOLLS FERRY ROAD (STATE HIGHWAY NO. 210) WHICH BEARS N 020 13154" E,584.02 FEET AND N 340 20'56" E, 912.85 FEET AND S 10' 39'0411, 28.28 FEET FROM THE SOUTHWEST CORNER OF THE. AFORESAID NORTH HALF OF THTC NORTHWEST QUARTER OF SECTION 4; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID RIGHT-OF-WAY LINE, S 340 20'5611 W, 80.00 FEET;THENCE, N 550 3910411 W,45.00 FEET TO THE CENTERLINE OF SAID S.W. SCHOLLS FERRY ROAD; THENCE, ALONG SAID CENTERLINE, N 340 2015611 E, 595.00 FELT; THENCE, S 550 3910411 E, 45.00 FEET; THENCE, PARALLEL WITH AND 20.00 FEET FROM SAID SOUTHEASTERLY RIGHT-OF-WAY LINE, S 340 20'56" W, 375.00 FEET; THENCE, S 550 3910411 E, 73.53 FEET TO A POINT ON THE 3 SOUTH LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT AGREEMENT RECORDED IN BOOK 1008, PAGE 538, WASHINGTON {` COUNTY, OREGON, DEED RECORDS; THENCE, ALONG: SAID SOUTH LINE AND THE SOUTH LINE OF THE AFORESAID SECTION 33, S 880 1915911 E, 587.77 FEET TO THE SOUTHEAST CORNER OF SAID { TRACT; THENCE, ALONG THE EAST LINE THEREOF AND THE WEST r LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 33, N 010 38152t1 E, 352.36 FEET TO THE t Page 1 of 4 NORTHEAST CORNER OF SAID TRACT; THENCE, N 350 39'33" E, 694.45 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF S.W. ASHBURY LANE AT THE WEST END THEREOF, AS SHOWN ON THE PLAT OF COTSWALD MEADOWS NO. 3, A SUBDIVISON OF RECORD; THENCE,ALONG SAID NORTH RIGHT-OF-WAY LINE, ALONG THE ARC OF A NON-TANGENT 375.00 FOOT RADIUS CURVE TO THE RIGHT (CENTRAL ANGLE: 50 20'46"; LONG CHORD: S 850 40'45" E, 34.98 FEET) A DISTANCE OF 34.99 FEET TO THE SOUTHWEST CORNER OF LOT 143, SAID COTSWALD MEADOWS NO. 3; THENCE, ALONG THE WEST LINE OF SAID LOT 143, N 010 34'35' E, 87.36 FEET TO THE NORTHWEST CORNER THEREOF; THENCE, ALONG THE NORTH LINE OF LOTS 143, 142 AND 141 OF SAID PL AT_. S 840 35'52" E, 195.43 FEET TO THE NORTHERLY MOST NORTHEAST CORNER OF SAID COTSWALD MEADOWS NO. 3 AND A POINT ON THE WEST LINE OF LOT 24, COTSWALD MEADOWS, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID WEST LINE, N 010 34'35" E, 9.14 FEET TO THE NORTHWEST CORNER OF SAID LOT 24 AND THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT DEED RECORDED IN BOOK 40, PAGE 509, SAID DEED RECORDS; THENCE, s ALONG THE 'REST LINE OF SAID TRACT, N 01° 34'35" E, 330.00 FEET TO THE NORTHWEST CORNER OF SAID TRACT AND A POINT ON THE r SOUTH LINE OF THE PLAT OF MILLARD AND VANCHUYVER TRACT, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID SOUTH LINE, N 880 22'28" E, 330.00 FEET TO THE SOUTHWEST CORNER OF LOT 32, SAID MILLARD AND VANCHUYVER TRACT; THENCE, ALONG THE WEST LINE THEREOF, N 010 34'35" E, 1,283.84 FEET TO THE l SOUTHWEST CORNER OF THE CERTAIN TRACT OF LAND DESCRIBED IN THAT LAND SALE CONTRACT RECORDED IN BOOK. 914, PAGE 762, 5 SAID DEED RECORDS; THENCE, N 370 21111" E, 340.64 FEET; THENCE, N 220 12'34" W, 77.33 FEET TO THE CENTERLINE OF SAID S.W. SCHOLLS FERRY ROAD (STATE HIGHWAY NO. 210); THENCE, ALONG SAID CENTERLINE, N 670 47'26" E, 146.59 FEET TO AN ANGLE POINT € OF SAID CENTERLINE AT RWCL STATION 46+42.41 AS SHCWN ON THAT OREGON DEPARTMENT OF TRANSPORTATION DRAWING E Page 2 of 4 AA 3I E TITLED "SCHOLLS HIGHWAY AT S.W. 135TH & C' '3 SCROLLS FERRY ROAD DETAIL MAP'; THENCE, CONTINUING ALONG SAID CENTERLINE, N71' 32'01" E, 80.00 FEET; THENCE, S 180 27'59" E, 114.04 FEET; THENCE,S 620 42'01"E,745.28 FEET TO THE NORTHWEST e CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT BARGAIN AND SALE DEED RECORDED AS DOCUMENT NO. 83027784, SAID DEED RECORDS; THENCE, ALONG THE WEST LINE THEREOF, 5 010 34'37" W, 990.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT AND A POINT ON THE NORTH LINE OF BRITTANY SQUARE NO. 3, A SUBDIVISION PLAT OF RECORD; THENCE_, ALONG SAID NORTH LINE, S 880 23'41" E, 145.70 FEET TO THE CENTERLINE OF S.W. WINTERLAKE DRIVE; THENCE, ALONG SAID CENTERLINE, 5 010 36'19" W, 150.00 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE AND ALONG THE ARC OF A 280.00 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE; 480 51'36"; LONG CHORD: S 220 49'29"E, 231-61 FEET) A DISTANCE OF 238.73 FEET TO A POINT OF TANGENCY; THENCE, CONTINUING ALONG SAID CENTERLINE, 5 470 15'17"E, 165.51 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE, ALONG THE ARC OF A 300.00 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 340 49'17"; LONG CHORD: S 660 13'36" E, 179.53 FEET) A DISTANCE OF 182.32 FEET TO THE CENTERLINE OF S.W. 130TH AVENUE AND THE EAST LINE, OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 33; THENCE, ALONG SAID EAST LINE, S 010 30'12" W, 1,095 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE AFORESAID SECTION 4, AND THE s NORTHEAST CORNER OF LOT 95, MORNING HILL NO. 4, A 1 SUBDIVISION PLAT OF RECORD; THENCE, ALONG THE EAST LINE OF SAID NORTY,WEST QUARTER OF THE NORTHEAST QUARTER, S 020 27'28" W, 990.00 FEET; THENCE, N 870 32'3" W, 250.,00 FEET; THENCE, S 710 15' W, 1,105 FEET, MORE OR LESS, TO A POINT WHICH BEARS S 880 53'10" E, 20.50 FEET FROM THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE, PARALLEL WITH AND 20.00 FEET '_'ROM THE CENTERLINE OF S.W. WALNUT STREET (CR NO. 934), S 170 47'27" E, t Page 3 of 4 3 f' 2.85 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID S.W.WALNUT STREET; THENCE, ALONG I < THE ARC OF A 457.46 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 160 43'21" LONG CHORD: S 260 09'07" E, 133.04 FEET) A DISTANCE OF 133.52 FEET; THENCE, N 880 58'10" W, 105.30 FEET TO THE SOUTHEAST CORNER OF LOT 6, OBRS HEIGHTS, A SUBDIVISION PLAT OF RECORD;THENCE, ALONG THE EAST LINE OF SAID LOT 6,N 020 14127"E, 120.82 FEET TO THE POINT OF BEGINNING. i £Y i t i 8 E I 4 Page 4 of 4 i. * Robert E.AAege r Consultants City of Tigard S.W. 135th Avenue Local Improvement District Boundary i AN AREA OF LAND IN WASHINGTON COUNTY, OREGON, AND IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON, IN SECTION 33, E TIS, RIW, W.M., AND IN SECTION 4, TIS, RriV, W.M., SAID AREA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SAID SECTION 4 WHICH BEARS N 880 58,101, W, 25.01 FEET FROM THE SOUTHEAST CORNER OF SAID NORTH HALF, THENCE, ALONG THE SOUTH LINE OF SAID NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 4, N 880 58110" W, 732.60 FEET; THENCE, N 370 37116" E, 979.65 FEET; THENCE, N 010 34'5711 W, 117.53 FEET; THENCE, S 880 25103" W, 282.53 FEET TO THE SOUTHERLY MOST CORNER OF LOT 90, COTSWALD MEADOWS NO. 3, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG THE SOUTHERLY MOST EAST LINE OF SAID SUBDIVISION, N 020 14'27" E, 490.00 FEET TO THE NORTHEAST CORNER OF LOT 84 OF SAID COTSWALD MEADOWS NO. 3 AND A POINT ON THE SOUTH LINE OF SAID SECTION 33; THENCE, ALONG THE NORTH LINE OF SAID LOT 84, AND THE SOUTH LINE OF SAID SECTION 33, N 880 25'03" W, 100.01 FEET TO A POINT OF CURVATURE ON THE EAST RIGHT-OF-WAY LINE OF S.W. WESTBURY TERRACE; THENCE, N 820 45'3311 W, 25.00 FEET TO A POINT OF CURVATURE ON THE CENTERLINE OF S.W. WESTBURY TERRACE; THENCE, ALONG SAID CENTERLINE N 020 14'27" E, 124.87 FEET TO ITS INTERSECTION WITH THE CENTERLINE OF S.W. MORNING HILL DRIVE; THENCE, ALONG THE LAST SAID CENTERLINE t N 880 22129" W, 56.44 FEET TO A POINT ON THE NORTHERLY MOST i EAST LINE OF THE AFORESAID COTSWALD MEADOWS NO. 3; THENCE, e ALONG SAID EAST LINE, N 010 34135" E, 847.00 FEET TO THE NORTHERLY MOST NORTHEAST CORNER OF SAID COTSWALD MEADOWS NO. 3 AND A POINT ON THE WEST LINE OF LOT 24, Page i of 3 COTSWALD MEADOWS, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID WEST LINE, N 01° 34'35" E, 9.14 FEET TO THE NORTHWEST CORNER OF SAID LOT 24 AND THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT DEED RECORDED IN BOOK 40, PAGE 509, SAID DEED RECORDS; THENCE, ALONG THE WEST LINE OF SAID TRACT, N 010 34'35" E, 330.00 FEET t TO THE NORTHWEST CORNER OF SAID TRACT AND A POINT ON THE SOUTH LINE OF THE PLAT OF MILLARD AND VANCHUYVER TRACT, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID SOUTH LINE, N 88° 22'28" E, 330.00 FEET TO THE SOUTHWEST CORNER OF LOT 32, SAID MILLARD AND VANCHUYVER TRACT; THENCE, ALONG THE WEST LINE THEREOF, N 101- 34'35" E, 1,283.84 FEET TO THE SOUTHWEST CORNER OF THE CERTAIN TRACT OF LAND DESCRIBED 1�^r IN THAT LAND SALE CONTRACT RECORDED IN BOOK 914, PAGE 762, SAID DEED RECORDS; THENCE, N 37° 21'11" E, 340.64 FEET; THENCE, N 22' 12'34" W, 77.33 FEET TO THE CENTERLINE OF S.W. SCROLLS FERRY ROAD (STATE HIGHWAY NO. 210); THENCE, ALONG SAID CENTERLINE, N 67° 47'26" E, 146.59 FEET TO AN ANGLE POINT OF SAID CENTERLINE AT RWCL STATION 46+42.41 AS SHOWN ON THAT OREGON DEPARTMENT OF TRANSPORTATION DRAWING TITLED "SCROLLS HIGHWAY AT S.W. 135TH do OLD SCHOI.LS FERRY ROAD DETAIL MAP"; THENCE, CONTINUING ALONG SAID CENTERLINE, N 71° 32'01" E, 80.00 FEET; THENCE, S 130 27'59" E, 114.04 FEET; THENCE, S 62° 42'01" E, 745.28 FEET TO THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THAT BARGAIN AND SALE DEED RECORDED AS DOCUMENT NO. 83027784, SAID DEED RECORDS; THENCE,ALONG THE WEST LINE THEREOF,S 01° 34'37" W, 990.00 FEET TO THE SOUTHWEST CORNER OF SAID TRACT AND A POINT ON THE NORTH LINE OF BRITTANY SQUARE NO. 3, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG SAID NORTH LINE, S 88° 23'41" E, 145.70 FEET TO THE CF_NTLRLINE OF S.W. i WINTERLAKE DRIVE; THENCE, ALONG SAID CENTERLINE, S 01° 36'19" W, 1500.00 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE AND ALONG THE ARC OF A 280.00 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 480 511361; LONG i t( Page 2 of 3 CHORD: S 220 49'29" E, 231.61 FEET) A DISTANCE OF 238.78 FEET TO A POINT OF TANGENCY; THENCE, CONTINUING ALONG SAID CENTERLINE, S 470 15'17"E, 165.51 FEET TO A POINT OF CURVATURE; THENCE, CONTINUING ALONG SAID CENTERLINE, ALONG THE ARC OF A 300.00 FOOT RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 34° 49117"; LONG CHORD: S 66° 18'36" E, 179.53 FEET) A DISTANCE OF 182.32 FEET TO THE CENTERLINE OF S.W. 130TH AVENUE AND THE tI- EAST LIME OF THE SOUTHWEST QUARTER OF THE SOUTHEAST € QUARTER OF SAID SECTION 33; THENCE, ALONG SAID EAST LINE, S 01° 30-12" W, 1,095 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE AFORESAID SECTION 4, AND THE NORTHEAST CORNER OF LOT 95, MORNING HILL NO. 4, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER,S 020 27'28" W, 990.00 FEET; THENCE, N 87° 32'3" W, 250.00 FEET; THENCE,S 710 15' W, 1,105 FEET, MORE OR LESS, TO A POINT WHICH BEARS S 88° 58'10" E, 20.50 FEET i FROM THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE, PARALLEL ' WITH AND 20.00 FEET FP.OM THE CENTERLINE OF S.W. WALNUT c STREET (CR NO. 934), S 17° 47'27" E, 2.85 FEET TO A POINT OF CURVATURE ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID i S.W. WALNUT STREET; THENCE, ALONG THE ARC OF A 457.46 FOOT I RADIUS CURVE TO THE LEFT (CENTRAL ANGLE: 160 43121": LONG ' CHORD: S 26° 09'07" E, 133.04 FEET) A DISTANCE OF 133.52 FEET; THENCE, N 88° 58110" W, 105.30 FEET TO THE SOUTHEAST CORNER OF LOT 6, OBRS HEIGHTS, A SUBDIVISION PLAT OF RECORD; THENCE, ALONG THE EAST LINE OF SAID LOT 6, N 02° 14'27" E, 120.82 FEET TO i ! THE POINT OF BEGINNING. Page 3 of 3 Ef` fl s DESIGN REQUIREMENTS 3 a l 135th Avenue/Murry City of Tigard y Boulevard LID 1]ESICN RE [11RSINENTS 135th Avenue Road Classification and Typical Section 1 - 135th Avenue is designated as a Minor Collector. - Right-of-Way width is a minimum of 60 feet, i - Street width is 40 feet between curbs, - Lane configuration includes two travel lanes plus a bike lane on each side,within the curbs. Sidewalks 5 feet wide plus a landscape strip will be provided on each side. # Design Speed and Geometry - The design speed for 135th Avenue is 35 mph. - Vertical and horizontal geometry conforms to the City of Tigard standards and to Washington n County Uniform Road Improvement Design Standards. Murray Boulevard Road Classification and Typical Section - Murray Boulevard is designated as a Major Collector. - Right-of-way width is a minimum of 60 feet. - Street width is 44 feet between curbs. - Lane Configuration includes two travel lanes, acontinuous curline a 1 center turn lane and a bike path inside the b long each t side. f - Sidewalks 5 feet wide plus a landscape strip will be provided on t- each side. E Design Speed and Geometry - The design speed for Murray Bou!evard is 35 mph, - Vertical and horizontal geometry conforms to the City of C.. Tigard standards and to Washington County Uniform Road Improvement Design Standards. 1548-00 Page I t` �` a i PRELIMINARY DE SIGN i • E City of Tigard 135th Avenue/Murray Boulevard LID s PRELIMINARY DESIGN f HORIZONTAL ALIGNMENT i 135th Avenue The south end of the 135th Avenue project begins at the proposed intersection with Murray Boulevard with a tangent section radial to the curve in Murray Boulevard. The centerline alignment then follows a 365 s foot radius curve approximately 265 lineal feet northeasterly to a point tangent to the existing centerline of 135th Avenue. The alignment then runs northerly along the existing centerline to a point approximately 520 feet south of the centerline of Scholls Ferry Road. At this point, the alignment follows a 600 foot radius reversing curve to the east and along a 100 foot length of tangent, to the intersection with the centerline of Scholls Ferry Road. The total length from the centerline of Murray i Boulevard to the centerline of Scholls Ferry Road is approximately 3,728 lineal feet. Horizontal alignment is safe for stopping sight distance requirements for the 35 mile per hour design speed. Murray Boulevard The proposea horizontal alignment for Murray Boulevard was previously established prior to the development of Cotswald Meadows No. 3. Horizontal geometry shown on sheet 4 of 4 is based upon a plan prepared by R.E. Bancroft &Associates, Inc.,dated June 9, 1986. The Murray Boulevard improvements will begin at a point on 135th Avenue opposite the south line of LILT lot No. 390 and run north and westerly approximately 2,808 lineal feet to the centerline of Scholls Ferry Road. From the beginning point on 135th Avenue, the alignment runs north approximately 346 feet along the existing centerline of 135th Avenue to a point of curvature, then along a 500 foot radius curve to the left �- approximately 791 feet, then along a tangent parallel with the south line of Cotswald Meadows No. 3 approximately 424 feet, then along a 900 foot radius curve to the right approximately 515 feet, then along a tangent t approximately 731 feet to the centerline of Scholls Ferry Road. The 1548-00 Page I { a 1 i intersection at Scholls Ferry Road is located at a point where a future extension of Murray Boulevard will continue to the north. Horizontal curvature provides adequate stopping sight distance for the 35 mile per hour design speed. VERTICAL ALIGNMENT ■ 135th Avenue Vertical alignment for 135th Avenue is controlled by intersection grades at j north and south ends, existing side street and driveway connections, and the 100 year flood plain elevation at Summer Creek. Washington County standards for grades and sight distance are met at the intersection with Murray Boulevard by developing a landing area of approximately 50 feet in length with centerline grades varying from 1.596 to 2%. At 100 feet north of the intersection, the grade transitions to a downward grade of approximately 4%. Grades vary from 0.5% to approximately 6.2% along the length of 135th Avenue. The flattest section will be at the Summer Creek crossing. Grades are adequate for stopping sight distances throughout. Murray Boulevard The vertical alignment for Murray Boulevard is controlled by the existing grade at the beginning of the project and grades at S.W. Wilton Street, at Scholls Ferry Road,and at the proposed intersection with 135th Avenue;by stopping sight distance requirements, by crossing of a drainageway and by tswatd Meadows No. 3. Centerline grades platted slope easements along Co vary from approximately 19S through the curve at the intersection with 135th Avenue to approximately 6.6% at the southeasterly end of the project. Proposed grades are adequate for stopping sight distance for the i 35 mile per hour design speed. TYPICAL PAVEMENT SECTION 135th Avenue and Murray Boulevard The pavement section for both 135th Avenue and Murray Boulevard will conform to City of Tigard Standards, Collector Street Section, Drawing No. 71-A-221. The standard section includes 4 inches for asphaltic (_ concrete over 15 inches of aggregate base. E 1548-00 Page 2 s s 1 EARTHWORK 135th Avenue Earthwork for 135th Avenue will include removal of existing road surfacing ~ and excavation and embankment to design grades. Fill will be required frorn approximately 80 feet to 450 feet north of Murray Boulevard with depths varying from 0 feet to 4.5 feet. Fill will also be required for approximately 400 lineal feet across Summer Creek with depths ranging from 0 feet to 6 feet to finish grade. Cuts will not be significant l throughout most of the project and range from 0 feet to 2.5 feet to finish l grade. Final design grades can be adjusted to match existing side streets without reconstruction beyond the ends of existing curbs. Approximate limits of 2 to 1 cut and fill slopes are shown on the attached preliminary plans. Murray Boulevard Earthwork for Murray Boulevard will include removal of existing road surfacing at the south end of 135th Avenue and excavation and embankrnent to design grades. Considerable excavation will be needed to develop grades that will satisfy vertical alignment requirements for a 35 j mile per hour design speed. Near the Scholls Ferry Road intersection,cuts at centerline will be nearly 11 feet to finish grade. Near the 135th Avenue intersection, cuts at centerline will be as high as 13 feet to finish grade. I Fill up to a 4 foot depth will be required across a Swale and drainageway approximately 1,000 feet east of Scholls Ferry Road. The proposed grade will match the existing south end of S.W. Wilton Avenue. Fill slopes at 2 to 1 along the south edge of Cotswaid Meadows No. 3 will fall within the 8 foot wide slope easements provided within the platted lots. Approximate limits of cut and fill slopes are shown on the attached preliminary plans. INTERSECTIONS I --— 135th Avenue /Scholls Ferry Road t The intersection with Scholls Ferry Road is designed to align with the g extension. all 135th Avenue to the north of Scholls Ferry Road, and to comply with Washington County standards for intersection design. Intersection design standards require that the angle between intersecting q right-of-way lines be not less than 750. The existing angle between 135th 1548-00Page 3 3 j €-i a Avenue and the westerly, leg of Scholls Ferry Road is approximately 660. To develop a minimum angle of 750 and to match the alignment of 135th Avenue to the north, the north end of 135th Avenue must be aligned as shown on the preliminary plan, sheet 3 of 4. The construction limit for work to be performed under this LID is at the south edge of payer„ent for Scholls Ferry Road improvement.9, to be constructed by the Oregon State Highway Division in 1987. Murray Boulevard /Scholls Ferry Road I The intersection of Murray Boulevard and Scholls Ferry Road meets design criteria for stopping sight distance, slopes and horizontal angles. The construction limits for work to be performed under this LID is at the existing edge of pavement of Scholls Ferry Road. Roadside ditching will be i required at each side of the intersection along Scholls Ferry Road to develop adequate drainage. Scholls Ferry Road Widening at Murray Boulevard The construction of Murray Boulevard will end at Scholls Ferry Road. Scholls Ferry Road is a two lane arterial street with an existing pavement width of approximately 22 feet. Due to the left turn movement expected from Scholls Ferry Road onto Murray Boulevard,a left turn lane is required { to allow through traffic and to provide a safe refuge for the turning [ vehicle. A 12 foot wide turn lane frith 100 feet of storage is proposed as a preliminary design. A 12 foot through travel lane is proposed in both directions, requiring approximately 14 feet of pavement widening. The south bound lane will remain straight, therefore, the north bound lane will be required to shift to the east approximately 500 feet south of the Murray Boulevard intersection, and taper back to its original location approximately 750 feet north 0f the intersection, based on _ 50_55 mph design speed. The south bound turn lane and the north bound lane shift would also require striping and advanced signing. S 1548-00 Page 4 11 X The existing right-of-way is 50 feet wide on Scholls Ferry Road and has been assumed to be centered on .the existing pavement. Based on this assumption, additional right-of-way will be required on the east side of the road. The cost of the right-of-way acquisition has not been included in the )` total cost of this project. 4. The total rust of the widening is estimated to be $19,650. See Figure 1. 1 This cost does not include the ditch realignment and the 12" culvert which will be provided as part of the 135th Avenue/Murray Boulevard LID. The construction of the turn lane on Scholls Ferry Road is not included in the work to be performed under this LID. Murray Boulevard/ 135th Avenue(South end) The south end of Murray Boulevard will be constructed to full width improvements to the south line of LID Lot No. 390. Tapers for lane width transitions will be delineated by paint striping on the new section. Ditching to the south and minor pavement patching for grade transitions to existing surfacing may be required south of Lot No. 390_ I Murray Boulevard/ 135th Avenue(New intersection) The new intersection of Murray Boulevard and 135th Avenue is designed to meet requirements for stopping sight distance, grades and horizontal geometry. The 1351h Avenue leg is radial to the curve on Murray Boulevard. Superelevation of 1.5% to 2% is proposed for the 500 foot centerline radius curve on Murray Boulevard. A smooth transition from this grade to a negative 4% grade on 135th Avenue is accomplished by a 100 foot vertical curve, thus creating a relatively level landing area at the end of 135th Avenue. A severe break in grade and poor sight distance is thus avoided. RIGHT-OF-WAY DEDICATION 135th Avenue 135th Avenue has recently been designated as a Minor Collector per City E of Tigard standards with a required right-of-way width of 60 feet. 135th Avenue (County _-Road No. 934) was originally created as a 40 foot wide road having 20 feet of right-of-way on each .1de of the centerline. in i. c 1543-00 page 5 4 1 recent years,additional right-of-way has been dedicated as abutting tracts of land have been developed as residential subdivisions. Dedications prior to the classification as a Minor Collector have been based upon a 70 foot right-of-way width, requiring 15 foot dedications on each side. As a result, existing right-of-way width varies from 20 to 35 feet from centerline. Most of the tracts abutting 135th Avenue, where a half right-of-way width of 20 feet presently exists,will need to dedicate a 10 foot strip of land to provide the required right-of-way. i Whi!e a 10 foot strip of dedication will generally be required, exceptions exist where the proposed alignment will vary from the existing centerline. At the north end, where alignment shifts to the east to meet intersection requirements, more right-of-way will be required on the east side than on the west side. At the south end, where the centerline curves to intersect with Murray Boulevard,full width dedication will be required. The following table lists all parcels from which right-of-way dedication is required. Parcels are listed by LID Lot Number, tax lot and approximate square footage to be dedicated. The area to be dedicated from each tax lot has been determined from scaled dimensions taken from the preliminary plans and current tax lot maps. i t g f 1548-00 Page 6 awm Right-®g-Way,Dedication For 135th Avenue ..k4 LID AREA LOT IVC_ TAX MAP TAX LOT SQUARE FEET �* ACRES 1 151 33A 300 30,900 2 ISI 33C 200 0.709 3 850 f 1S1 33C 101 100 0.020 0.002 5 . 151 33C 103 3,600 8 0.083 1S1 33C 106 10 ISI 33C 900 0.022 ID8 600 0.014 11 ISI 33CD 100 3,300 0.076 160 1S I 33DC 200 1,300 161 0-030 1S1 33DC 300 350 0.008 162 1S2 33DC 400 1,650 302 0.038 252 4A 501 2,100 303 0.048 2S1 4AB 100 4,050 349 2S1 4AB0.093 4,500 600 0.024 351 2S1 4AB 4,600 352 250 0.006 251 4AB 4,700 1,800 390A 0-041 2S1 48 101 33,900391 0.778 251 4B 102 150 0.003 i r f{ 3 d jA) 4 pp I548-00 Page 7 t e Murray Boulevard } Murray Boulevard is designated as a Major Collector per City of Tigard standards with a required right-of-way width of 60 feet. The only portions of existing right-of-way include a section of 40 foot right-of-way of the south end of 135th Avenue and a 35 foot wide dedication along the south edge of Cotswald Meadows No. 3. i The following Lable lists all parcels from which right-of-way dedication is required. Parcels are listed by LID Lot Number, tax lot and approximate square footage to be dedicated. The area to be dedicated from each tax lot has been determined from scaled dimensions taken from the preliminary plans and current tax lot maps. Right-a£-Way For Murray Boulevard LID AREA LOT NO. TAX MAP TAX LOT SQUARE- FEET ACRES 390B 2S1 41B 101 97,900 2.247 437 ISI 33C 1,300 810 0.019 UTILITY SERVICES A primary portion of this preliminary study is to evaluate the requirements for Water, Sanitary Sewer, Storm Drainage, Electrical, Telephone and Cable services. The intent is to establish all the necessary utilities for the future development of the LID area and to avoid trench cuts or horizontal boring across the new pavement. Many utilities already exist along 135th Avenue while Murray Boulevard is a new street with no existing utilities. Water The LID area is served by the Tigard Water District. A 16"water main exists on i the east side of 135th Avenue and is tapped into at the Greenfield Apartment entrance and at the intersections of Brittany Drive, Feiring Lane and Morning Hill Drive. Mr. Robert Santee, manager of the Tigard Water District, was l contacted and shown plans of the LID. He stated that they will provide all labor 5 1548-00 Page 3 s f and materials necessary to make modifications to their water lines as a result of the LID improvements. The costs for the n;odifications will not be assessed to 3 ` the LID. Those costs that relate to service extensions to serve undeveloped property will be passed on to the developers of the property when water service is connected. Those costs that relate to relocation of waterlines and appurtenances such as fire hydrants and valve boxes will be carried by the Tigard > Water District. l 135th Avenue The modifications necessary along 135th Avenue include the following; 1. Extend the 16" main north approximately 800 feet and connect it to an existing line stubbed across Scholls Ferry Road. 2. Extend a line from Brittany Drive across 135th Avenue for future F development. 3. Install a line at two locations north of Brittany Drive for future development. The location and size of these lines will be determined in the final design phase. The lines will be connected to the main and plugged on the west end. 4. Relocation of existing fire hydrants and adjustments to valve boxes is f inevitable for this type of project. The amount of adjustments and relocations necessary was not evaluated in detail for this study since they do not impact the LID cost. 5. Relocation of the existing water line along 135th Avenue is assumed to be not necessary at this time, since adequate information regarding the elevation of the existing line is not readily available. Further analysis will be required to locate the line. The vertical alignment can be slightly adjusted in locations where conflicts arise during the final design phase. Murray Boulevard No water main is required along Murray Boulevard. Water service to development south of Murray Boulevard will be provided by an extension of } lines across Murray Boulevard from Sr_holis Ferry Road, Wilton Lane or proposed Morning kill Drive. Three crossings are planned across 14urray i Boulevard. The location and size of these lines will be determined in the € final design stage. Ends of crossings for future extensions will be plugged. .f 1 ` {j 1548-00 Page 9 f i 0 Sanitary Sewer The major trunk line serving the LID area runs west to east crossing 135th Avenue south of Summer Creek. Two minor trunk lines branch off the major trunk line and serve the currently developed areas off of Morning Hill Drive and Brittany Drive. j 135th Avenue- No venueNo trunk line installation is necessary along 135th Avenue for future development. Presently, 135th Avenue has four sanitary line crossings. Four additional crossings are planned to accomodate future development ! along both sides of 135th Avenue. The location and size of the lines will be determined in the final design phase. I All existing manholes within the right-of-way will require grade adjustments. A line has recently been installed north of the major trunk line under i Summer Creek. This line will most likely have to be encased in concrete, due to the limited vertical clearance of the pipe and the bottom of the proposed Summer Creek bridge across 135th Avenue. Murray Boulevard No trunk line installation is necessary along Murray Boulevard for future development. Presently, no lines exist within the proposed Murray Boulevard right-of-way. Two crossings are planned to accomodate future development. The location and size of lines will be determined in the final i design phase. One line will serve as a minor trunk line to the LID area south of Murray Boulevard and will be located near the drainage charnel east of Scholls Ferry Road. Storm Drainage The existing drainage system consists of roadside ditches terminating at the natural drainage channels and creeks. The proposed roads will have curbs and, therefore, a means of transporting runoff from the pavement is necessary. The ! majority of development is residential, which will not front either 135th Avenue 1� or Murray Boulevard. Therefore, only a limited amount of adjacent land was included within the road drainage basins. I 1543-00 Page 10 € ,_ i 135th Avenue p. The runoff from 135th Avenue north of Murray Boulevard to Morning Hill Drive will be collected by catch basins on 135th Avenue and connected into an existing line flowing east along Morning Hill Drive. North of Morning Hill Drive the runoff will be collected by catch basins, spaced no more than 400 feet apart, and transported to Summer Creek. Runoff will also flow south from Scholls Ferry Road to the Creek. Pipe sizes range from 12"diameter to 18"in diameter. Minor grade adjustments to two manholes at Morning Hili Drive and Fiering Lane will be required to match the final grade. i Summer Creek presently crosses 135th Avenue through a culvert. A Corps of Engineers Flood Insurance Study of this reach of Summer Creek indicates that the 100 year flood plane inundates 135th Avenue. The 100 year flood plain elevation at the upstream side of 135th Avenue is t! approximately 175.5 feet. The 100 year discharge in Summer Creek at this point is approximately 1,100 cubic feet per second. Lender current FEMA regulations, improvements to 135th Avenue cannot cause any increase in the upstream 100 year water surface elevation. To comply with this regulation,the 135th Avenue improvements will need to include a structure that will pass the 100 year discharge without violating FEMA's "no-rise" 4 requirements. The most feasible structure for this purpose is a single span i bridge approximately 40 feet long with a pile supported precast concrete deck. The bottom stringer of the bridge should have adequate freeboard t above tete 100 year water surface. This bridge size is based upon a preliminary hydraulic evaluation. Final determination of bridge opening configuration and span must be performed by water surface profile analysis using the Corps of Engineers ITEC-2 computer program. Murray Boulevard Beginning at the south end of Murray Boulevard, a ditch inlet is required to pickup runoff from the drainage basin south. Approximately 100 feet of ditching is required south from the ditch inlet to contain the upstream 1 runoff. This runoff will be piped to the existing natural drainage channel it currently flows into, approximately 300 feet north of the south LID rboundary. 1548-00 Page 11 „ The storm drainage system for the balance of Murray Boulevard will begin south of the 135th Avenue intersection and will drain north and west along the roadway to the drainage channel approximately 950 feet east of Scholls Ferry Road. Piping will vary from 12”to 15" in diameter. f The horizontal curve and design speed for Murray Boulevard require a superelevated crown, resulting in the collection of runoff along the south curb only within the curve. This will require a closer spacing of catch basins and a catch basin to be located just prior to the superelevation to prevent excess runoff from flowing across the pavement. The drainage channel, approximately 950 feet east of Scholls Ferry Road, collects runoff from a large drainage basin (approximately 130 acres) beginning near the tip of Bull Mountain. Based on the current zoning, a 43" diameter culvert under Murray Boulevard is required to handle the 25 year storm. i Half of the remaining roadway, from the drainage channel to Scholls Ferry t Road, drains back to the drainage channel, and 'half the runoff, approximately 450 feet east of Scholls Ferry Road, flows to Scholls Ferry Road into two catch basins and into the roadside ditch along Scholls Ferry r Road. A 1219 culvert pipe is required across Murray Boulevard and ditching will be required approximately 150 feet south of and 300 feet north of the 1211 culvert pipe along Scholls Ferry Road. Electricity r The existing electrical service is provided by PGE and consists of a main S overhead dine along the west side of 135th Avenue providing electrical power through underground services along Morning Hill Drive, Fiering Drive and Brittany Drive. The existing power poles will require relocation due to the road f widening. PGF_has been contacted and shown the proposed improvements. 135th Avenue The existing overhead electrical lines will be relocated and installed {( underground within the proposed 3 foot utility easement. PGE will apply a credit towards the underground installation based upon what their costs 1543-00 Page 12 would be to relocate the.overhead lines to a new overhead line. The cost of the wire poles and associated hardware are included in this cost. The balance of this credit, relocating poles and installing wire overhead,versus the cost of installing underground wire and associated hardware is shown as item 217D, PGE Fee. The underground electrical system is to be installed in 4" conduits with vaults spaced approximately every 400 feet provided by the LID. Services to existing residences which are currently overhead must convert to an underground service. The cost of undergrounding from the eight-of-way to i the residence will oe at the owner's expense. Street lighting is to be installed, consisting of 200 watt high pressure sodium fixtures on 30 foot poles placed 180 on centers on alternating sides of the street. All the wiring is to be installed underground in 2" conduits. PGE will provide and install all the wiring at no cost to the LID on the basis that the cost of the wire and installation is equivalent to a credit allowed to installations of this type. Murray Boulevard No electrical main line is to be installed along Murray Boulevard at this time. Two, 3 foot utility easements are being provided for future installations. Four inch conduits will be installed at three potentiai crossing locations, the exact location to be determined during the final design phase. Street lighting will be similar to 135th Avenue street lighting with the i exception of the requirement of junction boxes for each fixture. The power for street lighting will be provided off of Scholls Ferry Road and t 135th Avenue. Telephone Tiie existing telephone service is provided by GTE from a main overhead line on f the west side of 135th Avenue and underground lines along the west and east sides of 135th Avenue. Due to the undergrounding of PCE and since the poles i belong to PGE, the telephone lines will also be installed underground. 1543-00 Page 13 i 135th,Avenue The existing overhead telephone lines will be installed in the $ foot utility easement as a direct bury cable in the same trench as the electrical,cable and street lighting conduits. The wire and installation of the underground wire will be performed by GTE. Any relocation of existing overhead residential services to underground telephone conduits will be provided by GTE. The final grade of 135th Avenue can be adjusted to avoid major conflicts. Mu-ray Boulevard No telephone lines are proposed to be installed along Murray Boulevard. Three conduits will be placed at potential locations of future crossings, the exact locations to be determined during the final design phase. Gable The existing cable TV service is provided by Willamette Cable TV from a main overhead line along the west side of 135th Avenue. Dde to the andergrounding of PGE, and since the poles belong to PGE, the cable lines will be installed underground. 135th Avenue The existing overhead cable lines will be installed in the 8 foot utility easement in 2"conduits in the same trench as the electrical, street lighting and telephone conduits. The wire and installation will be provided by Willamette Cable TV. Murray Boulevard No cable line is proposed to be installed along Murray Boulevard. Three conduits will be placed at potential locations of future crossings, the exact locations to be determined during the final design phase. LANDSCAPING Landscape work will be limited to minor landscape treatment of the planting strips within the right-of-way and to seeding of cut and fill slopes for erosion protection. 1543-00 Page 14 gk TRAFFIC ANALYSIS l a i r E I '1 4 1 City of Tigard 135th Avenue/Murray Boulevard LID f, l TRAFFIC ANALYSIS Traffic counts were conducted between January 14-21, 1987, at the following intersections: # Old Scholls Ferry Road and Scholls Ferry Road. * Scholls Ferry Road at 135th Avenue. j * S.W.Walnut Street at S.W. 121st Avenue. A summary of this information is shown on Exhibit TA-1. A transportation planning sketch model was used to approximate the origins and destinations of the vehicles currently using 135th Avenue. This involved subdividing the surrounding area into small blocks of similar landuse and determining vehicle trip interaction between them and the surrounding street network. Tabel A summarizes the traffic projections and percentages of LID traffic on rhe subject streets. TABLE A Summary of Traffic Projection (1) Existing Year 2005 Street Total (%LID Area) Total(% LID .area) Murray Boulevard 0(0) 1380 v/h(211/6) S.W. 135th Avenue 150 v/h(5046) 400 .,/h(321,6) (1) Traffic projections are for the PM peak hour traffic period. ` Exhibit TA-4, "As Open Traffic Projection", is an estimation of traffic flow the day r Murray Boulevard is open from Scholls Ferry Road to S.W. Walnut Street. Exhibit TA- 5, "Year 2005 Traffic Projection", is an estimation of traffic flow in the year 2005 f when Arlurray Boulevard is improved from it's existing southern termini at Old Scholls Ferry Road to Gaarde Street. i e 1543-00 Page 1 Table B summarizes left turn refuge warrant comparisons for the Scholls Ferry Road approach to the new Murray Boulevardintersection and the Scholls Ferry Road approach to 135th Avenue. TABLE B i Left Turn Refuge Warrants (1) Left Turn Approach Opposing--- Advancing Demand(5)Required(2) New Scholls Ferry at Murray West Bound Approach Existing "As Open1° 200 v/h 352 v/h 0 Win 50 v/h "Year 2005" 400 v/h 450 v/h (3) Scholls Ferry at 135th Ave. f West Bound Approach Existing 599 v/h 972 v/h 74 v/h <10 v "As Open" 610 v/h /h (4) °'Year 2005" / 980 v/h 3) v/h <10 v/h (4) _--A- 780 v/h 1,310 v/h {3) i (1) Assumed vehicle speed 50 mph (2) The amount of left turning traffic needed to meet left turn refuge warranC. (3) Traffic volume sufficient to require a traffic signal with left turn lanes. This table comparison only applies to unsignalized intersections. 1 (4) Left turn refuge appears warranted. This is only one means of determining the need for a left turn refuge. Existing or future field conditions can also create a need for turn refuges. i (5) traffic demand is existing or anticipated traffic flow. The analysis contained herein is insufficient for design purposes. It does, however, !! provide a prospective into the traffic flow characteristics. 1548-00 Page 2 i 4]'s I r 5p9 "1 i 55� 54�— N AZR � Lu .c Dov fn �v o i 93 -12 j-, `tea- LD F 9 � 4r \Z,¢I" — SW WALNUT r G AVE. a� i d 1 SW IZ35th/49URRAY L.I.G. Kv`f! Robert EXS$-TiNG TRAFFFFlC FLOW KeeCh' ASS®C/afess Inc. EXHIBIT TA—I ConsuUing Traffic Engineer PM PEAK tIMUIR ioso n.w. n9+n rer rcou, o,cve 9T229p45033 644-6333 a t: I _ 9oa i 1'� Fti Shoo+' C)o m 50�' I i i > d o � 3 i �G t f r L37 0 Cr- FO SW WALNUT S S SW IJS#Ia,/MURRAY L.I.A. Robert AS OPENED TRAFFIC PROJECTION f��e h sQSSOCiOfe�$ Inc. EXH 1131 T TA-4$ C—S '/ing TI-Off C 617911.er PM PEAK HOUR Caao u.w. uorn P-11une, 0-91, OT22S0E3o3)aer-6333 I t d S aNN 6a 5 l a �CQ r o a b X60 Iri > pSol7 0 oh app - i 40 boo��° PA b 0 r ALF SW WALNUT S ra l !I i SW 135th/MURRAY L.LD_ ( Robert YEAR 2005 TRAFFIC:PROJECTION Ke�C�i �S��3cl®t�sp 3�f�°, EXH(elT TA-� Consulting Traffic Enalneer EAK HOUF2 1990 tl,W, 119th PerttenC. Or¢pen 97229 (!;o3)641-6333 1 i i i i r S, f i E 135th Avenue/MurrayCity of Tigard Boulevard LID 9 OPINION OF P0i-%n I E COST An opinion of probable cost has been prepared for construction of the entire project as a single LID (135th Avenue/Murray BculFvacd LID), and for each LID 135th Avnnue LID and Murray Boulevard LID),if two LID's are formed. The construction match line between the two LID's is at station 8+20±on Murray Boulevard. Refer to the Appendix for a breakdown of costs. project costs include the following factors: a) Estimated 1987 construction cost b) Construction contingency 1596 c) Administration,legal and engineering 20% Collector Street Standards: Total LID costs are summarized as follows: 135th Avenue/Murray Boulevard LID 135th Avenue LID $2,048,000 Murray Boulevard LID $1,409,000 $639,000 Local Street Standards: A portion of the cost outlined above for Collector Street Standards can be attributed to "extra capacity,,in the design. The difference in cost is due to the extra width and pavement depth required because the street is designed to collector street standards rather than local streeet standards. The local street standard, per City of Tigard Standards, Drawing Number 71-A-220,calls fora 50 j foot right-of-way and a 34 foot street width with a pavement section of 3 inches of asphaltic contrete over 10 inches of aggregate base. The following costs reflect total LID costs if constructed to the Local Street Standard. 135th Avenue/AAurray Boulevard } 135th Avenue LID $1,759,000 € Murray Boulevard LID $1,215,000 s $544,000 1543-00 € page 1 f a LID OTAJNERSH3P BOLI. 3 135th AvenueJ9urray City of Tigard Boulevard LID LID OWNERSHI _p ROLL k Property Owner's name and address was supplied by Stewart Tit-le. The information is based on Stewart Title's research for latest owner of record at the Washington County Recorder's Office and is valid as of January 7, 1987, i I i I t f i � i 1548-CO Page l L.I.D. Map & Owner No. Tax Lot No. Name &Address t 1 1S133A 00300 Grabhorn,Lucinda Rt. 1 Box 844 1 Beaverton,OR 97005 i,- 2 15133C 00100 Duggan,Daniel G and Judith A 11035 SW 135th St r Tigard,OR 97223 3 15133C 00101 Halvorson,Charles H and Karen R 10525 SW Clydesdale Pi Tigard,OR 97223 i 4 IS133C 00102 Nelson,Gary R and Patsy A 11295 SW 135th Ave Tigard,OR 97223 + 5 IS133C 00103 Coe,Gary R 11115 SW 135th Ave Portland,OR 97223 ± 6 IS133C 00104 Wright,Larry and Mary Dunlop,Eugene I Ross, William F- 2955 2955 SW Fairview Blvd Portland,OR 97201 7 IS133C 00105 Nelson, Gary R and Patsy A 11295 SW 135th Ave Tigard,OR 97223 8 IS133C 00106 Jackman,Steven R %Lauritzen,Thomas H and Barbara L 2238 NE Lilac Ct Hillsboro,OR 97124 9 IS133C 00107 Nelson, Gary R and Patsy A I1295 SW 135th Ave Tigard,OR 97223 10 15133C 00108 Halvorson,Charles H and Karen R 10525 SW Clydesdale PI Tigard,OR 97223 Page 1 L.1.D. Map do N2• Tax Lot No. Owner -------�— (Name &Address 11 IS i 33CD 00100 `- Donivan,Etta A 11545 SW 135th Ave d Tigard,OR 97223 ' 12 15133CD 00206, Krueger,Margery F ' Rt 1 Bx 792 g_. Beaverton, OR 97007 4 13 IS133CD 00300 Kearns, Harold R and Elisabetha N 11720 SW Swendon Loop Tigard,OR 97223 14 IS133CD 00400 Wedgewood Homes,Inc. 13250 SW Falcon Pine Dr. Tigard, OR 97223 13 IS133CD 00500 Litteer,Clarissa L 1407 SE 27th #8 Portland,OR 97214 16 IS133CD 00600 Wildermuth, Keith A and Deanna til 11732 SW Swendon Loop Tigard,OR 97223 17 15133CD 00700 Baker, Clarence H Brown,Kathleen M 11736 SW Swendon Loop Tigard,OR 97223 ! 1S 1S133CD 00800 Nitsos, Marcus Samuel ` 11740 SW Swendon Loop Tigard, OR 97223 19 IS133CD 00900 Peregrine,Lee and Sophia 32240 Armitage P1 Wilsonville,OR 97070 20 IS133CD OI000 Don Morissette Builders,Inc PO Box 19524 Portland, OR 97219 f' ! 21 15133CD 01100Y Boyd, Roy N f : and Barbara 11752 S1✓Swendon Loop Tigard,OR 97223 Y Page 2 L.I.D. Map & Owner No. Tax Lot No. Name &Address a 22 IS133CD' 01200 Wells, Daniel C and Debora Fr 11756 SW Swendon Loop Tigard,OR 97223 23 IS133CD 01300 Angeles, Miximo E and Socorro G 12120 SW Swendon Loop Tigard,OR 97223 I 24 15133CD 01400 Hodgson, Glen J and Machecek,Julia A 11762 SW Swendon Loop ? Tigard,Or 97223 1 25 IS133CD 01500 McLeod,Karen L 11764 SW Swendon Loop Tigard,Or 97223 26 IS133CD 01600 Noar,Earl R and Diana L 11766 SW Swendon Loop Tigard,Or 97223 27 1S133CD 01700 Rider, Marilyn Y and James M 11768 SW Swendon Loop Tigard,OR 97223 R 28 IS133CD 01300 Eastman, David J and Coleen T 11770 SW Swendon Loop Tigard OR 97223 29 15133CD 01900 Rust, Mark A and Merrill J 12300 SW Swendon Loop Tigard,Or 97223 30 IS133CD 02000 Chet Harrington Const. Inc. 13605 NE Brazee Ct Portland, Or 97230 s 31 IS133CD 02100 L.D.Larson Homes,Inc. 16697 SW Oak St Aloha,OR 97007 32 15133CO 02200 Drakeiey, G Thomas E.. 12134 SW Walden Lane Beaverton,OR 97005 Page 3 a L.I.D. Map & Owner No. Tax Lot No. Name &Address 33 IS133CD 02300 William Snell Const.Co. 6430 SW 25th Street Portland,OR 97201 34 1S133CD 02400 Maughan,Richard T and Carolyn M 11794 SW Swendon Loop Tigard,OR 97223 35 15133CD 02500 Manning,John R and Mary C 11788 SW Swendon Loop Tigard,OR 97223 36 IS133CD 02600 Ertel,David R 9085 SW Coral Tigard,OR 97223 37 IS133CD 022700 Chappell,Ronald E and Janet E 13275 SW Ashbury Lane Tigard,OR 97223 38 IS133CD 02800 Cetz,Robert C and Campbell,Laura A 13705 SW Ashbury Ln Tigard,OR 97223 39 15133CD 02900 Kirk,Thomas L and Cynthia G 13681 SW Ashbury Ln Tigard,OR 97223 40 IS133CD 03000 Brown,William L and Jeanne S 13665 SW Ashbury Ln Tigard,OR 97223 F 41 IS133CD 03100 Qualico,Inc. 19155 SE McLoughlin � i Gladstone,Or 97027 P 42 15133CD 03200 McGee,Thomas L and 1 Robin Li 13621 SW Ashbury Ln Tigard,OR 97223 t 1 43 15133CO 03300 Mays,Peter T F 13593 SW Ashbury Ln ( Tigard,OR 97223 i a 1 Page 4 ! I t L.I.D. htap do Cwner No. Tax Lot No. Name 8c Address 44 IS133CD 03400 Gregos, Debra J 13579 SW Ashbury Lr. Tigard,OR 97223 45 1S133CD 03500 Tom Miller Builder,Inc. 1478 N Sherwood Blvd Sherwood,OR 97140 46 15133CD 03600 Cooper, William R - 19155 SE McLoughlin Blvd Gladstone,OR 97027 47 IS133CD 03700 Wiland,Blake and Sharryl 13527 SW Ashbury Ln Tigard,OR 97223 48 15133CD 03800 Wedgewood Homes,Inc. 13250 SW Falcon Rise Dr. Tigard,02 97223 49 IS133CD 03900 Johnson,Brad R and Paula J 11708 SW Swendon Loop Tigard,OR 97223 50 1S133CO 04000 Morgan, Daniel G and Martha 8525 N Bayard Portland,OR 97217 51 IS133CD 04100 Wildflower Properties, Inc. 14180 SW 162 Ave Tigard,OR 97223 52 1S133CD 04200 Powell,William F and Nancy A 13580 SW Ashbury Ln Tigard,OR 97223 53 15133CD 04300 Jaffe, Michael G; Goldberg,Jani;and Goldberg,Herman 13598 SW Ashbury Ln Tigard, OR 97223 54 15133CD 04400 Wanvig,Kenneth A ani Shelli P 13620 SW Ashbury Ln Tigard,OR 97223 i Page 5 L.I.D. Map & Owner No. Tax Lot No. Name &Address 55 15133CD 04500 Schultz,Kenneth and Debra J 13642 SW Ashbury Ln Tigard, OR 97223 56 1S133CD 04600 Monje, Michael Lanelie A 13664 SW Ashbury Ln Tigard, OR 97223 57 IS133CD 04700 Qualico,Inc. 19155 SE McLoughlin Gladstone,Or 97027 58 1S133CO 04800 Hanna, Anita K 13675 SW Feiring Tigard, OR 97224 59 1S133CD 04,900 Adams, Steven G and Nina C 11319 SW Basswood Ct Tigard, OR 97223 60 1S 133C 05000 Domenighini,James M and Lisa A 1454.5 SW Hall Blvd Tigard, OR 97223 61 15133CD 05100 Jordan Homes,Inc. 10005 SN Silver Place Beaverton,OR 97005 62 15133CD 05200 Jordan Homes In.c Attn: Michael R Johnson 11785 SW Settler Way Beaverton,OR 97005 63 15133CD 05300 Gonzales, Pedro and Maria S 13579 SW Feiring Lane Tigard,OR 97223 64 15133CD 05400 Don `Aorissette Builders, Inc t 8745 SW Barbur Blvd. Portland, OR 97219 65 l5133CD 05500 Eghlidi,Siamak and _ Hazard, Mary L 13596 SW Feiring Lane Tigard, OR 97223 g Page 6 L.I.D. Map & Owner No. Tax U)t No. blame & Address e 66 15133CL7 05600 Rice, Don S and Colleen 13624 SW Feiring Lane Tigard, OR 97223 f 67 15133CD 05700 Thompson,Jeffrey M and Brannon, Martha 13648 SW Feiring Lane { Tigard,OR 97223 i 68 1S133CO 05800 Sorg,Bret K and Peggy A 13662 SW Feiring Lane Tigard,OR 97223 69 1S133CD 05900 Melendez,Victor and Debra L 13670 SW Feiring Lane Tigard, OR 97223 70 1S 133CD 06000 Don Morissette Builders,Inc. 8745 SW Barbur Blvd Portland,OR 97219 71 15133CD 06100 Papadakes,Robert J and Benita M 11759 SSCP Swendon Loop Tigard,OR 97223 72 1S133CD 06200 Fast,Jeff A and Kathy D 11753 SW Swendon Loop Tigard, OR 97223 73 15133CD 06300 Fitzgerald, David R and Catherine M 11749 SW Swendon Loop Tigard, Or 97223 74 1S133CD 06400 Greene, Benny L and Betty J k 11735 SW Swendon Loop Tigard, OR 97223 i 75 1S133CD 06500 Don Morissette Builders,Inc PO Box 19524 Portland, OR 97219 76 1S133CD 06600 Rosser, Kevin W and Karen L 11512 SW Morning Hill Dr Tigard, OR 97223 Page 7 r L.I.D. Map dc Owner No. Tax Lot No. Name & Address t 77 IS133CD 06700 Don Morisse tte Builders,Inc ` PO Box 19524 PorV.id, OR 97219 i 78 IS133CD 06800 Egging,Edward A and j Brook 11328 SW Morning Hill Dr. Tigard,OR 97224 i 79 1S133CO 06900 Becker,Frank N 11579 SW Swendon Loop Tigard, OR 97223 I 80 IS133CD 07000 Boylan,James O and j Kathleen V 11844 SW Morning Hill Dr. Tigard,OR 97224 1 -81 IS133CD 07100 LaBora,Larry D and Christine A 11352 SW Morning Hill Dr. Tigard, OR 97224 82 15133CD 07200 Markland, Devei.Inc. 7033 SW Macadam X6102 Portland, OR 97219 f t j 93 1Si33C:D 07300 Inc:. e 7033 SW Macadam 11102 j Portland, OR 97219 t 84 1S133CD 07400 Don Morissette Builders,Inc PO Box 19524 Portland, OR 97219 i 85 IS133CD 07500 McKnight, A Garth and Denise L 11334 SW Morning Hill Dr. Tigard,OR 97224 86 IS133CD 07600 Don Morissette Builders,Inc PO Box 19524 1 Portland, OR 97219 1 87 IS133CD 07700 Erlandson Homes,Inc. 24415 SW Davis Ct. Hillsboro, OR 97123 r Page 3 E L.I.D. Map & Owner No. Tax Lot No. !Name &Address t 88 IS133CD 07800 Krueger Devel. Co. F 3515 SW Barbur B1vd.;IY-1 Portland,OR 97201 89 1S133CD 07900 Krueger Devel. Co. 3515 SW Barbur B1vd.#Y-1 Fortland,OR 97201 t 90 IS133CD 08000 Krueger Devel. Co. 3515 SW Barbur Blvd.#Y-1 Portland,OR 97201 f 91 15133CD 08100 Tom Miller Builder, Inc. 1473 N Sherwood Blvd Sherwood,OR 97140 92 IS133CD 08200 Krueger Devel. Co. 3515 SW Barbur Blvd./FY-1 S Portland,OR 97201 i 93 15133CD 08300 Homebuilders Dev.Corp. 13050 SW Forest :Meadows Wy. Lake Oswego, OR 97034 i i 94 IS133CD 08400 Homebuilders Dev. Corp. 13050 SW Forest Meadows Wy. { Lake Oswego, OR 97034 95 1SI33CD 08500 Don Morissette Builders, Inc i PO Box 19524 Portland,OR 97219 f 96 McGehee,James K PO Box 25571 j Portland,OR 97225 97 McGehee,James K. PO Box 25571 �� i. €€ Portland,OR 97225 E 98 McGehee,James K PO Box 25571 j Portland,OR 97225 i a ( Page 9 s i L.I.D. Map Owner No. Tax Lot No. Name&Address k 99 McGehee,James K r PO Box 25571 Portland,OR 97225 ( 100 McGehee,James K e PO Box 25571 Portland,OR 97225 101 McGehee,James K PO Box 25571 Portland,OR 97225 € 102 McGehee,James K PO Box 25571 Portland,OR 97225 t 103 McGehee,James K i PO Box 25571 Portland,OR 97225 104 McGehee,James K PO Box 25571 Portland,OR 97225 t ° 105 McGehee,James K PO Box 25571 Portland,OR 97225 1 106 McGehee,James K q PO Box 25571 Portland,OR 97225 i f 107 McGehee,James K PO Box 25571 Portland,OR 97225 t r 10$ McGehee,James K PO Box 25571 Portland,OR 97225 (( fi t 4 Page 10 i L.I.D. Map & Owner >• No. Tax Lot No, Name & Address 109 McGehee,James K PO Box 25571 Portland,OR 97225 110 McGehee,James K PO Box 25571 Portland,OR 97225 r i 111 McGehee,James K PO Box 25571 Portland,OR 97225 112 McGehee,James K PO Box 25571 Portland,OR 97225 i 113 McGehee,James K PO Box 25571 Portland,OR 97225 r t 114 McGehee,James K PO Box 25571 Portla::d,OR 97225 t i t 115 McGehee,James K PO Box 25571 Portland,OR 97225 116 McGehee,James K PO Box 25571 Portland,OR 97225 I ' 117 McGehee,James K PO Box 25571 Portland,OR 97225 i to McGehee James K PO Box 25571 c Portland,OR 97225 119 McGehee,James K PO Box 25571 E Portland,OR 9,7225 Page II x L.I.D. Map & Owner e No. Tax Lot'No. Name &Address 120 McGehee,James K PO Box 25571 Portland,OR 97225 121 McGehee,James K € PO Box 25571 Portland,OR 97225 122 IS133DB 00300 L D Larson Homes, Inc. 16697 SW Oak Aloha,OR 97007 123 15133DB 00400 Brua, Blair N and Betty C 11574 SW Sheffield Circle Tigard,OR 97223 124 13133DB 00500 Forner,Henry E Jr. and Barbara J 1 15,16 SW Sheffield Circle s Tigard,OR 97223 125 IS133DB 00600 Tom Hiller Builder Inc. 1473 N Sherwood Sherwood,OR 97140 4 126 15133DB 00700 Dilworth,Bob 11580 SW Sheffield Circle Tigard,OR 97223 127 1S133DB 00800 McGlinchy,Larry J and Janette H 11586 SW Sheffield Circle I Tigard,OR 97223 128 1S133DI3 00900 Century 21 Properties,Inc_ PO Box 1403 Tualatin,OR 97062 i - i 129 1 S 1331 1a 0 i- Hyde, Catherine L 11590 SW Sheffield Cir s Tigard,OR 97223 7 130 1S 133DB 01100 Taylor,John D and Judith W 11600 SW Sheffield Cir Tigard,OR 97223 t Page 12 1 L.T.D. Map & Owner No. Tax Lot No: (Name do Address 131 IS 133DB 01200 Patterson,James A and Valorie L 11640 S W Sheffield Cir Tigard, OR 97223 132 15133DB 01300 McComb, Marilyn L 11660 SW Sheffield Cir Tigard, OR 97223 133 IS133DB 01400 Swigert, Michael D and Molly A 11685 SW Sheffield Cir Tigard, OR 97223 134 IS133DB 01500 Century 21 Properties,Inc_ PO Box 1408 Tualatin, OR 97062 135 IS133DB 01600 Century 21 Properties,Inc. PO Box 1408 Tualatin,OR 97062 136 IS133DB 01700 Renaissance Development Corporation 9626 SW Boones Ferry Rd. Portland,OR g771e 137 IS133DB 01300 Kamps, Gregory L and Kathy 5 11605 SW Sheffield Cir Tigard, OR 97223 138 15133DB 01900 Winter, Stephen J; I Marilyn c and John W 11599 SW 134th Tigard, OR 97223 139 IS133DB 02000 Stephens, David W and Juile A 11597 SW 134th Pl. Tigard, OR 97223 1_ 140 1Si33DB 02100 Century 21 Properties,Inc. PO Box 1408 Tualatin, OR 97062 141 15133DB 02200 Century 21 Properties,Inc. PO Box 1408 Tualatin, OR 97062 -P FIVE i L.I.D. Map & Owner No. Tax Lot No. Name &Address 142 lS133DB 02300 Lyyski, Dale A Wasco,Teri V 11591 SW 134th Pl. Tigard,OR 97223 143 1S133DB 02400 O'Halloran,Kevin J and Lynn R 16175 SW Kimbal Lake Oswego,OR 97034 144 1S133DB 02500 Robertson,Lee H and Virginia B 13820 SW Cherryhill Dr Beaverton,OR 97005 145 1S133DB 02600 Stanger, Davis R and Carol D 11585 SW Sheffield Cir Tigard,OR 97223 146 1S133DB 02.700 Krueger,Russell A 3515 SW Barbur Blvd Portland,OR 97201 147 15l33DB 02300 Rothenberger,Thomas A and Rosalinda E-- 11581 SW "effle ' Ci JtIC 11).0 lU L..jI 1 Tigard,OR 97223 a 148 1S133DB 02900 Wayt, Gary S and i Heidi L 11579 SW Sheffield Cir Tigard,OR 97223 149 1S133DB 03000 Chang,Yao-Ke and Tam, Wai Chun 11577 SW Sheffield Cir 1 Tigard,OR 97223 i 150 1S133DB 03100 Bourgeois,Dennis M 11575 SW Sheffield Cir Tigard, OR 97223 151 15133DB 03240 Scoles, Harry C and Barbara E 11573 5W Sheffield Cir Tigard,OR 97223 4_ 152 1S133DB 03300 Spurgeon,Vickie L 11571 SW Sheffield Cir 3 Tigard,OR 97223 E Page 14 L.I.D. Map & Owner No. Tax Lot No. Name do Address 153 1S133DB 03400 Century 21 Properties,Inc. PO Box 14C8 Tualatin, OR 97062 s 154 IS1330B 03500 McKernan Donald and Cheryl 11567 SW Sheffield Cir Tigard, OR 97223 155 1S133DB 03600 Century 21 Properties,Inc. PO Box 1408 Tualatin, OR 97062 F 156 IS1330B 03700 Century 21 Properties,Inc. PO Box 1408 Tualatin, OR 97062 1.57 IS1331DB 03800 Century 21 Properties,Inc. PO Box 1408 i Tualatin, OR 97062 158 1S133DB 03900 Century 21 Properties,Inc. PO Box 1408 Tualatin, OR 97062 159 1S133DB 04000 Jenkins. William and Carol I 11405 Ste! Winterlake Dr Tigard, OR 97223 160 1S1331DC 00200 Wilson, Steven G and Linda 3 11610 SW 135th Tigard, OR 97223 161 1S133DC 00300 Scott, George O and Donna M 11640 SW 135th Tigard, OR 97223 162 1S133DC 00400 Scott, George O and Donna M 11640 SW 135th Tigard, OR 97223 i Page 15 d L.I.D. Map be Owner No. Tax Lot No. Name & Address ` 163 IS133DC 00500 Krueger, Russell A - 1335 SW 66th Ave #402 Portland, OR 97225 164 IS133DC 00600 Wedgewood Homes of Portland, Inc. 13250 SW Falcon Rise Tigard, OR 97223 165 IS133DC 00700 H and K Investors,Inc. 13250 SW Falcon Rise t Tigard, OR 97223 166 IS133DC 00800 H and K Investors,Inc. 13250 SW Falcon Rise Tigard, OR 97223 I i 1671S133DC 00801 Hasty, Dennis and Janet W 13065 Ste` Falcon Rise Tigard, OR 97223 168 IS133DC 00900 Hasty, Dennis and Janet W 13065 SW Falcon Rise r Tigard, OR 97223 i 169 IS133DC 01000 Clancy, Niartha K s 13085 SW Falcon Rise Tigard, OR 97223 i j 170 IS133DC 01100 Miller, Dale W and Bridget L 13150 SW Falcon Rise Tigard, OR 97223 171 15133DC 01200 H and K Investors,Inc. 13250 SW Falcon Rise Tigard, OR 97223 E 1.72 1S133DC 01300 Hickman. Vaghn S and ' Patricia L 13145 SW Falcon Rise Tigard, OR 97223 173 1513313✓' 01400 Urushitani,Tornio 13165 SW Falcon Rise 1 Tigard, OR 97223 Page 16 i L.I.D. Map & Owner No. Tax Lot No. Name & Address r 174 1S133DC 01500 Wedgewood Homes,Inc. 13250 SW Falcon Rise Dr Tigard, OR 97223 175 1S133DC 01600 Forrest, Linzey J and Thaworn s 13217 SW Falcon Rise ( Tigard, OR 97223 176 15133DC 01700 Charles, Clive M and Clarena L 13225 SW Falcon Rise Tigard, OR 97223 177 1S133DC 01800 Coon,John C and Claudia M 13245 5W Falcon Rise j Tigard, OR 97223 178 IS1330C 01900 Bonebrake, Mark H and I Marilyn R 13265 SW Falcon Rise Tigard, OR 97223 179 15133DC 02000 Decosta, Anthony J 4094 Buck Brash Ln Lake Oswego, OR 97034 i 180 1S133DC 02100 Benj Fra:iklin Federal { Savings and Loan Assn %Abney,Fred E and Joan C 11950 SW Morning Hill Dr Tigard,OR 97223 31 1S133DC 02200 George, Robert K and Pamela K 11930 SW Morning Hill Dr Tigard,OR 97223 182 IS133DC 02300 Royal,Stephen and Patrica K and Kendall, Edward L and Mary 11920 SW Morning Hill Dr s Tigard,OR 97223 1( 183 iS 133DC 02400 Bunte,Richard H and Jan r 11910 SW Morning Hill Dr Tigard, OR'97223 ' f Page 17 W L.I.D. Map& Owner No. Tax Lot No. Name Address i84 15133DC 02500 Morris, John C and ` Mitzi G I 11900 SW Morning Hill Or Tigard, OR 97223 t 185 1S133DC 02600 Chen,K C and Fang Tan 11905 S W Morning Hill Or Tigard, OR 97223 I 186 1S133DC 02700 Watanabe, Dean A and Leslie and Watanabe,Robert 5 and Faith F 11915 SW Morning Hill Or I Tigard,OR 97223 187 15133DC 02800 McCoy,Karen 5 and Thomas C 11925 SW Morning Hill Or Tigard,OR 97223 I 188 15133DC 02900 White, Herman and Marianne i 11935 SW Morning Hill Or Tigard,OR 97223 q 189 1S133DC 03000 Kirma,Victor P I 45 Eagle Crest Or#215 t Lake Oswego,OR 97034 4 4 190 1S133DC 03100 Jobelmann,India M and Herman F 11955 SW Morning Hill Or Tigard,OR 97223 191 15133DC 03200 Reaves, Marcus C 11 and Katina M 11965 SW Morning Hill Or Tigard,OR 97223 192 15133DC 03300 Knappenberger: John D an Sheryl G i 13235 SW Aberdeen Ct Tigard,OR 97223 193 1S133DC 03400 Lankton, Milton C (Trustee) 2300 First Interstate Tower Portland,OR 97201 S Page 18 "s L.I.D. Map & Owner No. Tax Lot No. Name & Address 194 1S133DC 03500 Hanson,Virginia M PO Box 23891 Tigard,OR 97223 195 1S 133DC 03600 Nahme,Hans H and Patricia J 13170 SW Falcon Rise Tigard,OR 97223 196 1S 133DC 03700 Delarosa,Jesus R and Virginia H 13150 SW Falcon Rise Tigard,OR 97223 197 1S133DC 03800 Ohlson,Mark W and Nancy A 13130 SW Falcon Fise Tigard,OR 97223 198 IS 133DC 03900 Nelson,Gregg and Carol t 13110 SW Falcon Rise Tigard,OR 97223 199 1S133DC 04000 Barnett,Jerry D and Arleen N 13090 SW Falcon Rise Tigard,OR 97223 200 1S133DC 04100 Raymond, Gary 13050 SW Falcon Rise Tigard,OR 97223 201 15133DC 04190 Morning Hill Home Owners Assoc z 202 1Si33DC 04200 Pearl,John R Unknown address I 203 1S133DC 04300 Schreiber,Steven H and Dinning,Patricia M 11562 SW Sheffield Cir Tigard,OR 97223 204 15133DC 04400 Century 21 Properties,Inc. € PO Box 1408 1 Tualatin,OR 97062 Page 19 f L.I.D. Map & Owner No. Tax Lot No. Name & Address 205 1S133DC 04500 Gates, Cathy A y 11560 SW 133rd P1 S Tigard, OR 97223 206 1S133DC 04600 McAdam,Glenda Formerly hotz 11558 SW 133rd PI E Tigard,OR 97223 207 1S133DC 04700 Wheeler,Elnora 11556 SW 133rd P1 Tigard, OR 97223 i 208 1S133DC 04800 Leve,Julanne 1 E 11554 SW 133rd pl Tigard, OR 97223 I 209 13133DC 04900 Century 21 Properties, Inc. PO Box 1408 Tualatin,OR 97062 210 IS133DC 05000 Wells,Frank H and Patti J 11555 SW Brittany PI Beaverton,OR 97005 211 1S133DC 05100 Agee,Jacquelyn 4 11559 SW 133rd PI Tigard, OR 97223 212 15133DC 05200 Hili, Richard G and Carol J 13285 SW Brittany Dr Tigard,OR 97223 213 1S133DC 05300 Teeters,Harold D and Lynda L 13335 SW Brittany Dr Tigard,OR 97223 F 214 1SI33DC 05400 Burczak,Bernard E Jr.and Beth M 13355 SW Brittany Dr j Tigard,OR 97223 215 1S133DC 05500 Bertrand,Joseph C and ` Marguerite B 13435 SW Brittany Or Tigard,OR 97223 i Page 20 1 i L.I.D. Map& Owner No. Tax Lot No. Name &Address 216 15133DC 05600 Burns, Michael H 13455 SW Brittany Or Tigard, OR 97223 217 15133DC 0570C Pakulak,Lee W and Betty L 13475 SW Brittany Or Tigard,OR 97223 218 1S133DC 05800 Prank, Peter and Elaine 11495 SW Brittany Or Tigard,OR 97223 219 151330C 05900' Marshall,Thoma$.D and Anna M 13490 SW Brittany Or { Tigard,OR 97223 220 1S133DC 06000 Graf,William R Granchavm� p,Alice R 5 SSW Sheffield Cir Tigard,OR 97223 l 221 1S133DC 06100 Eggen,Randy L 13420 SW Brittany Or Tigard, OR 97223 222 1S133DC 06200 Century 21 Properties, Inc. ? PO Box 1408 Tualatin,OR 97062 c 223 IS133DC 06300 Bell,Lynda D 13370 SW Brittany Or Tigard, OR 97223 `s 224 1S133DC 06400 Engel,Robert A 13350 SW Brittany Or Tigard,OR 97223 i 225 1S133DC 06500 Suer,Ann K 13330 SW Brittany Or Tigard,OR 97223 i a 226 LS133DC 06600 Hart, Randal W and Ann K t 13310 SW Brittany Or Tigard,OR 97223 Page 21 i E E L.I.D. Map & Owner No. Tax Lot No. Name &Address 227 1S133DC 06700 Davis, William R and :Margaret C 13290 SW Brittany Dr Tigard,OR 97223 1 228 1S133DC 06800 Underhill, Michael L t 3270 SW Brittany Dr Tigard, OR 97223 t 229 IS133DC 07000 Hu, Ching Feng and Yuan Sheng 13295 SW Shore Drive Tigard,OR 97223 230 IS 133DC 07100 Rankin,Steven L and Teresa L 11775 SW 134th Terrace Tigard,OR 97223 231 IS133DC 07200 Solomon,Leroy A 11765 SW 134th Terrace i Tigard,OR 97223 232 IS133DC 07300 Heberle,Jeffrey L Wend! L 11755 SW 134th Terr Tigard,OR 97223 x 233 IS133DC 07400 Schmitz,Stephen M and Kathryn L 11745 SW 134th Terr Tigard,OR 97223 234 IS 133DC 07500 Joy,Robert M and Pamela J 11735 SW 134th Terr Tigard,OR 97223 F 235 IS133DC 07600 Cummings,Ronald J and r ?Maria D - 11725 SW 134th Terr Tigard,OR 97223 236 1Si33DC 07700 Spencer,Scott P and Hamel,Lisa 11715 SW 134th Terr Tigard,OR 97223 1 E Page 22 L.I.D. Map & Owner No. T 1 ax - � 1VanlC CX Address 237 1S133DC 07800 Quayle, Timothy P and Rhonda S 1 11705 SW 134th Terr Tigard, OR 97223 230" ISi33DC 07900 madarang, Raul E and Nora 11690 SW 134th Terr t Tigard, OR 97223 239 15133DC 08000 Findlay, Jeffrey S and j Genalee 11700 SW 134th Terr Tigard, OR 97223 240 1S133DC 08100 McLeod, Gordon L and Cleo A 11710 SW 134th Terr Tigard, OR 97223 241 1S133DC 08300 Wade, Jerry and Lynne M 11720 SW 134th Terr Tigard, OR 97223 i ! 242 1S133DC 08400 Holmstrom,Kevin P and Colleen B e 11730 SW 134th Terr Tigard, OR 97223 243 1513313C 08500 Harrold, Dennis P and Michelle R 11740 SW 134th Terr Tigard, OR 97223 r ! 244 1S133DC 08600 Davis, Lee W and Norlin, Barbara C 13255 SW Shore Dr i Tigard, OR 97223 245 1S133DC 08700 Miller, Marshall J and Lori D PO Box 19524 j . Portland, OR 9,7219 246 15133DC 08800 Campbell, Daniel M and Maria G r 13235 SW Shore Dr i Tigard, OR 97223 247 1S133DC 08900 Bowgren, Mark A P 13225 SW Shore Dr Tigard. OR 97223 £ r i Page 23 k: r+ I--I-D. Map& Owner No. Tax Lot No. Name & Address 248 IS133DC 09100 Menzies,Bruce D and Kathleen A 13215 SW Shore Dr Tigard,OR 97223 149 IS133DC 09300 Pies, Ronna G 13205 SW Shore Dr Tigard, OR 97223 250 IS133DC 09400 Bickel, Brent E 13195 SW Shore Dr Tiga�r d, OR 97223 251 IS133DC 09500 Grimm, Philip L 13185 SW Shore Dr Tigard, OR 97223 252 15133DC 09600 English, Mark A and Thelma I 13175 SW Shore Dr T_ga_r!t OR 97223 253 I5133DC 09700 Swanson, Byron L and Cathey K } 13165 SW Shore Dr Tigard, OR 97223 254 ISI33DC 09800 Stockton,Tim W and Roxarn M 13155 SW Shore Dr r Tigard, OR 97223 255 IS133DC 09900 Brinker, Randall K and k Virginia K l 13145 SW Shore Dr Tigard, OR 97223 256 IS133DC 10000 Vincent, Madeline C) j 13135 SW Shore Or Tigard, OR 97223 € 257 15133DC, 10100 Kroon, Robert J and Cynthia A 13125 SW Shore Dr Tigard, OR 97223 258 IS133DC 10200 Winslow, [ ` , Donald C and Stehanie C 13210 SW Brittany Tigard, OR 97223 Page 24 L.I.D. Map do Owner i No. Tax Lot No. ---__ Name &Address 259 IS133DC 10300 Century 21 Properties, Inc_ PO Box1408 Tualat _ �j-1,OR 9io62 260 IS133DC 10400 Century 21 Properties;Inc_ PO Box 1408 i Tualatin,OR 97062 I 261 IS133DC 10500 Don Morissette Builder,Inc_ PO Box 19524 Portland,OR 97219 262 IS133DC 10600 Century 21 Properties, Inc. PO Box 1408 Tualatin, OR 97062 263 IS133DC 10700 Century 21 Properties, Inc. f PO Box 1408 Tualatin, OR 97062 264 15133DC 10800 Century 21 Properties, Inc. PO Box 1408 Tualatin, OR 97062 i f 265 IS133DC .10900 Wedgewood Homes 13250 SW Falcon Rise Dr i Tigard,OR 97223 266 SCOtTcO Building$ Design, Inc., ( 11665 SW 98th Ave Tigard,OR 97223 267 Scottco Building& Design, Inc., 11665 SIV 98th Ave Tigard,OR 97223 ` 268 Scottco Building& Design, Inc., q 11665 SW 98th Ave I Tigard,OR 97223 S_ lPage 25 L.T.D. Map & Owner ` No. Tax Lot No. Name & Address 269 Scottco Building& Design, Inc., 11665 SW 98th Ave p Tigard,OR 97223 ( 270 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard, OR 97223 271 Scottco Building& Design, ( Inc., ( 11665 SW 98th Ave Tigard, OR 97223 t 272 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 273 Scottco Building& Design; { Inc., [ 11665 SW 98th Ave Tigard,OR 97223 274 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 275 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 276 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 277 Scottco Building& Design, Inc., ._ 11665 SW 98th Ave Tigard,OR 97223 278 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 279 Scottco Building& Design, Inc., 11665 SW 98th Ave Tigard,OR 97223 s Page 26 a i E e L.I.D. Map & Owner € No. Tax Lot No. Name & Address 280 Scottco Building & Design, ( Inc., 11665 SNV 98th Ave Tigard,OR 97223 281 Scottco Building & Design, Inc., 11665 SW 98th Ave j Tigard, OR 97223 282 Scottco Building & Design, Inc., 11665 SW 98th Ave Tigard, OR 97223 r 283 Scottco Building & Design, Inc., 11665 SW 98th Ave Tigard, OR 97223 284 Krueger,Russell A Krueger Develop. Co. i 1335 SW 66th Ave No.402 Portland, Or 97225 285 Krueger, Russell A Krueger Develop. Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 I 286 Krueger,Russell A Krueger Develop. Co. i 1335 SW 66th Ave Ste 402 Portland, Or 97225 287 Krueger,Russell A Krueger Develop. Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 288 Krueger,Russell A Krueger Develop. Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 289 Krueger,Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 t Portland, Or 97225 290 Krueger,Russell A Krueger Develop. Co. 1335 SW 66th Ave Ste 402 Portland,Or 97225 Page 27 e c 4 I-I.D. Map w VK'�iCC L o. Tax Lot No. Name &Address r 291 Krueger, Russell A Krueger Develop. Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 292 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 293 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 294 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 i 295 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 1 296 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 297 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 298 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 i Portland, Or 97225 s 299 Krueger, Russell A 1 Krueger Develop.Co. 1335 SW 66th Ave Ste 402 ¢ Portland, Or 97225 300 Krueger, Russell A 1 Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 1 301 Krueger, Russell A Krueger Develop.Co. 1335 SW 66th Ave Ste 402 Portland, Or 97225 r '.: Page 28 L.I.D. Map do Owner Tax Lot No. Name & Address S - 302 2S14A 00501 Benj Franklin Dev. Co 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97228-6400 303 2S14AB 00100 Sunamoto, Robert H 12030 SW 135th Ave Tigard,OR 97223 F!Y t 304 2514AB 00200 Dorsey,F Rob l 11975 SW Morning Hill Dr Tigard, OR 97223 305 2S14AB 00201 Wedgewood Homes 13250 SW Falcon Rise Dr Tigard,OR 97223 s t E 306 2S14AB 00300 Gits, Alan F and Barbara J 11985 SW Morning Hill Dr Tigard,OR 97223 k` 307 2S14AB 00400 Benjamin Franklin Fed t Savings&Loan Assn. One Southwest Columbia Portland,OR 97253 308 2S14AB 00500 Parsley,James H and g Marie E S 12005 SW Morning Hill Dr ` Tigard,OR 97223 309 2S14AB 00600 Waind,David E - Virginia F 12065 SW Morning Hill Dr Tigard,OR 97223 ( 310 2S14AB 00700 Lorenz,John D and Roberta L 13295 SW Chimney Ridge Ct Tigard,OR 97223 311 2S14AB 00300 Snyder,Lawrence H and Carol M 13315 SW Chimney Ridge Ct Tigard,OR 97223 t , i 312 2S14AB 00900 Rushing,Casey J and Bonnie A j 13335 SW Chimney Ridge Ct j.. Tigard,OR 97223 t` g Page 29 i L.I.D. Map a Owner 3 No. Tax Lot No. Name & Address 313 2S14AB 01000 Yale, Scoot M and s Barbara A 13355 5\1.' Chimney Ridge Ct Tigard, OR 97223 i 314 2S14AB 01100 H and K Investors 13250 SW Falcon Rise 1 Tigard, OR 97223 315 2S14AB 01200 Cummins, Donald H 13330 SW Chimney Ridge Ct Tigard, OR 97223 l i 316 2514AB 01300 Klatt, Albert and Alice 1613 Broacway Vancouver, WA 98663 317 2514AB 01400 York, Edward C and Julie A 13290 SW Chimney Ridge Dr Tigard, OR 97223 i 318 2514AB 01500 Cox, Douglas W and Judith K E 13270 SW Chimney Ridge Ct Tigard, OR 97223 319 2514AB 01600 Hand K Investors 13250 SW Falcon Rise Tigard, OR 97223 1 320 2SI4AB 01700 Kimmel, Douglas J and Joyce 970 SW Mark St Newport,OR 97365 321 2S14AB 01800 Burgess, Veldon R and Leah L M 13235 SW Chimney Ridge Rd f Tigard, OR 97223 f €. 322 2514AB 01900 Hemrajani, Jagdish G 13230 SW Aberdeen Place Tigard, OR 97223 f v i.. Page 30 L.I.D. Map & Owner No. Tax Lot No. Name-&Address 323 2S14AB 01990 ` - �- Morning Hill Home Owners Assoc I By Wedgewood Homes of Pt!d 9055 SW Beav-Hilldale Hwy Portland,OR 97225 324 2S14AB 02000 Brown,Carl H and Laura L j 10900 SW 76 th Pla it 13 Tigard,OR 97223 325 2SI4AB 02100 Spring,Roger J and Deborah E 12134 SW Morning Hill Dr Tigard,OR 97223 325 2S 14AS 02200 Rush,John F and Vera J 12196 SW Morning Hill Dr Tigard,OR 97223 327 2S14AB 02300 Jim Hart Construction PO Box 127 iGladstone,OR 97027 i 328 2S14AB 02400 Scott,K Gordon and Teri L 12210 SW Morning Hill Dr Tigard,OR 97223 329 2S14jB 02500 Kruse,Michael R and Te riann 12220 SW Morning Hill Dr Tigard,OR 97223 330 2S14AB 02600 Hart,Jim and Pennye 3 j PO Box. 127 j Gladstone,OR 97027 331 2514AB 02700 Leeks,W Gary and f Kathryn E 45 32nd Dr #B-53 { Gladstone,OR 97027 ! 332 2S14A8 02800 Leeks,W Gary and j Kathryn E i45 32nd Or#B-53 ? Gladstone,OR 97027 � F € 333 2S14AB 02900 Hart,Jim and Pennye J j PO Box 127 Gladstone, OR 97027 j Page 31 `r 1 L.I.D. WLp & Owner `^ No. Tax Lot No. [dame &Address 334 2S14AB 03000 Benj Frank Devel.Inc. 970 SW Mark Newport,OR 97365 335 2S14AB 03001 H and K Investors 13250 SW Falcon. Rise Tigard,OR 97223 { 336 2S14AB 03100 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 337 2S14AB 03200 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 338 2S14AB 03300 H and K investors 9370 SW Greenburg Rd Portland;OR 97223 339 2S14AB 03400 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 i t 340 2S14AB 03500 H and K Investors 9370 SW Greenburg Rd Portland,OR 97 223 341 2S14AB 03600 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 342 2SI4A3 03700 H and K Investors, Inc. % Alexandru, Marian and Domnica 5125 SW Scholis Fy Rd II 17 Portland,OR 97225 343 2S14AB 03800 York,Richard and Carol I 5102 SW Scholls 1=y Rd Portland, Or 97225 I 344 2514AB 03900 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 a MOM a. 1 L.I.D. Map & Owner No- Tax Lot No. Name &Address 345 2S14AB 04000 Tinsman, Robert F and Claudia A 13370 SW Scotts Bridge Rd Tigard,OR 97223 346 2514AB 04100 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 i € 347 2S14AB 04200 H and K Investors 9370 SW Greenburg Rd Portland,OR 97223 348 2SI4A3 04300 White,Kevin R and Donna M PO Box 230535 Tigard,OR 97223 349 2S14AB 04500 H and K Investors 9370 SW Greenbure Rd Portland,OR 97223 350 2514AS 04501 BenjFran Devel.Inc 9370 SW Greenburg Rd Portland,OR 97223 351 2514AB 04600 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 352 2S14AB 04700 BenjFran Devel. Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 353 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 354 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 Page 33 I .. L.I.D. Map Owner IVo, Tax L,ot No, Name &Address 355 BenjFran Devel. Inc 501 SE Hawthorne Blvd - PO Box 6400 Portland,OR 97228 356 BenjFran Devel. Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 357 BenjFran Devel. Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 358 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 359 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 360 BenjFran Devei.In^: € 501 SE Hawthorne Blvd 1 PO Box 6400 Portland,OR 97228 1 i 361 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Sox 6400 Portland,OR 97228 362 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97223 363 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 364 BenjFran Devel.Inc 501 SE Hawthorne Blvd �- PO Box 6400 Portland,OR 97228 365 Hart, Jim and Pennye J PO Box 127 Gladstone, OR 97027 ` z Page 34 ' L.I.D. Map be Owner No. Tax Lot No. Name & Address 366 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97223 367 BenjFran Devel.Inc i 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 t 368 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 369 BeniFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 I 3 370 BenjFran Devel.Inc 501 SE Hawthorne Blvd t PO Box 6400 g Portland,OR 97228 c 371 BenjFran Devel.Inc fd 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 8 S 372 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 !- _ Portland,OR 97228 373 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 E 374 BenjFran Devel.Inc 501 SE 'Hawthorne Blvd PO Box 6400 Portland,OR 97225 375 Skyview Devei.Inc. Skyview Homes,Inc. 17360 Monticello Dr Gladstone,OR 97027 1 376 BenjFran Devel.Inc _ 501 SE Hawthorne Blvd iE 1s PO Box 6400 t: Portland,OR 97228 Page 35 #I# 3 ■ L.I.D. .Map & Owner No. Tax Lot No. Name & Address s 377 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 k 373 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 i 379 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 380 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97228 3%1 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97228 382 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 383 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 384 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 f 385 BenjFran Devel.Inc 50s SE Hawthorne Blvd PO Box 6400 Portland, OR 97223 336 BenjFran Devel.Inc 501 SE Hawthorne Blvd �- PO Box 6400 Portland, OR 97223 j Page 36 3, L:.D. Map & Owner No. Tax Lot No. Name &Address «` 387 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 388 BenjFran Devel.Inc 501 SE Hawthorne Blvd PO Box 6400 Portland,OR 97228 i 389 2514B 00100 Heldfond, Ruth D 223 Green Mt. Drive i Palm Desert, CA 92260 390A 2S14B 00101 Krueger, Margery F Rt 1 Box 792 Beaverton,OR 97007 i 390B 2S14B 00101 Krueger, Margery F { Rt 1 Box 792 i Beaverton,OR 97007 391 2514B 00102 Peterschmidt,Stephen J and Friday,Vicki D 12103 SW 135th { Tigard,OR 97223 392 James K McGehee PO Box 25571 tl Portland, OR 97225 393 James K McGehee + PO Box 25571 i Portland, OR 97225 394 James K McGehee PO Box 25571 Portland, OR 97225 c i i395 James K McGehee PO Box 25571 Portland, OR 97225 396 James K McGehee PO Box 25571 {C Portland, OR 97225 z Page 37 i L.I.D. Map & Owner No. Tax Lot No. Name &Address 397 James K McGehee PO Box 25571 Portland,OR 97225 _ 398 James K McGehee PO Box 25571 Portland,OR 97 225 399 James K McGehee e PO Box 25571 Portland,OR 97225 400 James K McGehee PO Box 25571 Portland,OR 97225 401 James K McGehee PO Box 25571 Portland,OR 97225 402 James K McGehee ES PO Box 25571 E Portland,OR 97225 j 403 James K McGehee I) PO Box 25571 F Portland,OR 97225 404 James K McGehee PO Box 25571 Portland,OR 97225 405 James K McGehee PO Box 25571 Portland,OR 97225 406 James K McGehee PO Box 25571 Portland,OR 97225 l 407 James K McGehee PO Box 25571 Portland,OR 97225 3 408 James K McGehee PC Sox 25571 Portland,OR 97225 409 James K McGehee PO Box 25571 Portland,OR 97225 t Page 38 E e L.LD. MaP& Owner No. Tax Lot No. Name&Address 410 James K McGehee PO Box"15571 Portland, OR 97225 411 James K McGehee s- PO Box 25571 x Portland, OR 97225 412 James K McGehee 4 PO Box 25571 Portland, OR 97225 413 James K McGehee PO Box 25571 Portland, OR 97225 I 414 James K McGehee PO Box 25571 Portland, OR 97225 415 James K McGehee PO Box 25571 Portland, OR 97225 416 James K McGehee PO Box 25571 i Poriland, OR 97225 f 417 James K McGehee PO Box 25571 Portland, OR 97225 418 James K McGehee PO Box 25571 Portland, OR 97225 419 James K McGehee PO Box 25571 Portland, OR 97225 4420 James K McGehee PO Box 25571 Portland, OR 97225 421 James K McGehee PO Box 25571 Portland, OR 97225 422 James K McGehee PO Box 25571 C Portland, OR 97225 4 Page 39 1 f �i I L.I.D. Map& Owner No. Tax Lot No. ;Name&Address I 423 James K McGehee { PO Box 25571 a Portland,OR 97225 424 James K McGehee PO Box 25571 Portland,OR 97225 425 James K McGehee PO Box 25571 Portland,OR 97225 426 James K McGehee PO Box 25571 Portland,OR 97225 427 James K McGehee PO Box 25571 Portland,OR 97225 i 428 James K McGehee PO Box 25571 Portland,OR 97225 429 James K McGehee j PO Box 25571 i Portland,OR 97225 430 James K McGehee PO Box 25571 Portland,OR 97225 431 James K McGehee PO Box 25571 Portland,OR 97225 432 James K McGehee PO Box 25571 Portland,OR, 97225 i 434 James K McGehee PO Box 25571 4 Portland,OR 97225 435 James K McGehee ( PO Box 25571 Portland,OR 97225 436 James K McGehee PO Box 25571 Portland,OR 97225 F Page 40 i L.I.D. Map & Owner £.. 1�o. Tax Lot No_ Name &Address 437 1300 151330 Hopfer,Marlin and Marilyn Rt. 1 Box 390 Beaverton,OR 97005 1 i f r i i r i { C E F Page 41 0 B ;d f 1. t i t I f i fI1 4 1 1 t i 1 t LID ASSESSMENT ROY-L C i i dam City of Tigard 135th Avenue/Murray Boulevard LID LID ASSESSMENT ROLL LID Assessment Rolls are included as follows: 135th Avenue/Murray Boulevard LID 135th Avenue LID i Murray Boulevard LID ! The total assessed pro¢erty value of each LID lot cannot be less than one half of the LID assessment in order for the owner to qualify for a Bancroft loan. The LID lots with assessments greater than $1,000 based on the combined LID were compared to their assessed property values. The lots which do not meet this requirement includes lots numbered 1, 12 and 390. IF 1 I( r e ! F ! 1548-00 C i CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS: 20928 TOTAL COST: $2,048,000 L.I.D. TRIP5 ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT 3 ------ --------- ---------- ---------- y 1 2604 12.44266% $254,826 2 201 0.96044% $19,670 3 97 0.46349% $9,492 4 85 0.40615% $8,318 5 170 0.81231% $16,636 6 195 0.93177% $19,083 7 91 0.43482% $8,905 z 8 97 0.46349% $9,492 9 189 0.90310% $18,495 10 97 0.46349% $9,492 11 725 3.46426% $70,948 12 872 4.16667% $85,333 13 10 0.04778% $979 14 10 0.04778% $979 15 10 0.04778% $979 16 10 0.04778% $979 17 10 0.04778% $979 18 10 0.04778% $979 19 10 0.04778% $979 } 20 10 0.04778% $979 21 10 0.04778%. $979 22 10 0.04778% $979 23 1@ 0.04778% $."- 24 10 0.04778% $979 25 10 0.04778% $979 26 10 0.04778Y. $979 27 10 0.04778% $979 28 10 0.04778% $979 29 10 0.04778% $979 f 30 10 0.04778% $979 31 10 0.04778% $979 32 10 0.04778%. $979 33 10 0.04778% $979 34 10 0.04778% $979 35 i@ 0.04778% $979 36 10 0.04778% $979 37 10 0.04778% $979 38 10 0.04778% $979 39 10 0.04778% $979 i 40 1@ 0.04778% $979 41 10 0.04778% $979 42 10 0.04778% $979 43 10 0.04778% $979 i b 44 10 0.04778% $979 F 45 10 0.04778% $979 E. 46 10 0.04778% $979 47 10 0.04778% $979 48 10 0.04778`: $979 49 10 0.04778% $979 PAGE i �' ME CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS: 20928 TOTAL COST: $2,048,000 L. I.D. TRIPS LOTGENERATED 7G OF TOTAL ESTIMATED _- ASSESSMENT 50 10 0.04778% r----$979 51 10 0.04778% $979 s2 10 0.04778% $979 53 10 0.04778% $979 54 10 0.04778% $979 55 10 0.04778% $979 56 10 0.04778% $979 57 10 0.047789 $979 58 10 0.04778%. 59 10 0.04778% $979 $979 60 10 0.04778% $979 61 10 0.04778% $979 62 10 0.04778% 6s' 10 0.04778% $979 $979 64 10 0.04778% $979 65 10 0.04778% 66 to 0.04778% $979 1 57 10 0.04778% $979 $979 68 10 0.04778% $979 69 10 ®.04778% $979 70 10 0.04778% $970 71 10 0.04778% $979 72 10 0.047789 73 0.04778% $979 1@ ,4 10 0.04778% $979 75 $979 0.04778% $97S f g 7 i0 3.04778% $979 7 10 0.047789 78 10 0.04778% $979 79 10 0.04778% $979 10 0.04778% $979 80 $979 81 10 0.04778% $979 789 t 82 10 0.047 j 83 10 0.04778% $979 $979 84 10 0.04778% $979 as A0 0.04778% I j 86 10 0_04778% $979 t $979 87 10 0..04778% $979 88 10 0.04778% $979 89 10 0.04778% 90 10 0-047789 $979 91 10 0.04778% $979 $9 92 10 0.04778% 79 93 i0 0.04776% $979 94 10 0.04778% $979 95 10 0.047789 $979 96 10 0.04776% $979 97 10 0.04778% $979 98 10 0.04778% $979 P $97§ AGE ? ! i CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS: 20928 TOTALCOST: $2,048,000 L.I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT 99 10 0.047783 5979 100 10 0.04778% $979 101 i0 0.04778% $979 102 10 0.04778% 5979 103 10 0.04778% $979 104 10 0.04778% 5979 105 10 0.04778% $979 106 10 0.04778% $979 107 10 0.04778% $979 108 10 0.04778% $979 109 13 0.04778% $979 110 10 0.04778% $979 111 10 0.04779% $979 112 10 0.04778% $979 113 10 0.04778% $979 114 10 0.04778% $979 115 10 0.04778% $979 116 10 0.04778% $979 117 10 0.04778% $979 118 10 0.04778% $979 119 10 0.04778% $979 120 10 0.04778% $979 121 10 0.04778% $979 122 10 0.04778% $979 123 10 0.34778% $979 124 10 0.04778% $979 125 10 0.04778% $979 126 10 0.04778% $979 127 10 0.04778% $979 128 10 0.04778% $979 129 10 0.04778% $979 130 10 0.04778% 14979 131 10 0.04778% $979 132 10 0.04778% $979 133 10 0.04778% $979 134 10 0.04778% $979 135 i0 0.04778% $979 136 10 0.04778% $979 137 10 0.04778% 04979 i38 10 0.04778% $979 139 i0 0.04778% $979 140 10 0.04778% $979 141 10 0.04778% $979 142 i0 0.04778% X979 143 10 0.04778% $$979 144 10 0.04778% $979 145 10 0.04778% SS79 a 146 10 0.04778% 8979 147 10 0.04772% 1-979 PAGE 3 i CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS: 20928 TOTAL COST: $2,048,000 L.I.D. TRIPS ESTIMATED LOT # GEN=RATED % OF TOTAL ASSESSMENT ------ ------- ---------- ---------- 148 to 0.04778% $979 149 1@ 0.04778% $979 150 to 0.04776% $979 151 10 0.04776% $979 152 10 0.04778% $979 153 10 0.04778% $979 154 10 0.04778% $979 155 10 0.047789 $979 156 10 0.04778% $979 157 10 0.04778% $979 158 10 0.04778% $979 159 10 0.04778% $979 160 40 0.19113% $3,914 161 10 0.04778% $979 162 60 0.28670%• $5,872 163 622 2.97209% $60,869 164 20 0.09557% $1,957 165 10 0.04778% $979 166 0 0.00000% $0 167 0 0.00000% $0 168 10 0.04778% $979 169 10 0.04778% $979 170 10 0.04778% $979 171 i0 0.04778% $979 172 10 0.04778% $979 173 10 0.047789 $979 174 10 0.04778% $979 175 10 0.04778% $979 176 10 0.04778% $979 177 10 0.04778% $979 178 10 0.04778% $979 179 10 0.04778% $979 180 10 0.04778% $979 181 10 0.04778% $979 182 10 0.04778% $979 183 16 0.04778% $979 184 10 0.04778% $979 185 1@ 0.04778% $979 186 1@ 0.04778% $979 187 10 0.0='x776% $979 188 10 0.04778% $979 189 Ltd 0.04778% $979 190 10 0.04778% $979 191 10 0.04776% $979 192 10 0.04778% $979 193 10 0.04778% $979 194 10 0.04778%. $979 195 10 0.04778% $979 196 10 0.04778% $975 PAGE 4 g CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.T.D. a TOTAL TRIPS: 20928 TOTAL COST: $2,048,000 L.I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT 197 10 0.04778% $979 198 10 0.04778% $979 199 10 0.04778= $979 200 10 0.04778% $979 201 0 0.00000% $0 202 0 0.00000% $0 203 10 0.04778',: $97g 204 10 @.04778% $979 205 10 0.04778% $979 206 10 0.04778% $979 ( 207 10 0.04778% $979 208 10 0.04778% $979 209 10 0.04778% $979 210 10 0.04778% $979 211 10 0.04778% $979 212 10 0.04778% $979 [ 213 10 0.04778% $979 q 214 10 0.04778% $979 215 10 0.04778% $979 216 10 0.04778% $979 217 10 0.04778% $979 218 10 0.04778% $979 219 10 0.04778% $979 220 1@ 0.04778% $979 221 10 0.04778% $979 222 10 0.04778% $979 223 10 0.04778% $979 224 10 0.04778% $979 225 10 0.04778% $979 226 10 0.04778% $979 I. 227 10 0.04778% %",.979 228 10 0.04778%. $979 229 i0 0.04778% $979 230 10 0.04778%. $979 i 231 10 0.04778% $979 i 232 10 0.04778% $979 f 233 10 0.04778% $979 2'34 10 0.04778% $979 235 10 0.04778% $979 f 6 236 tai 0.04778%. $979 c37 1@ 0.04778% $979 a 238 10 0.04778% $979 239 10 0.04778% $979 240 10 0.04778% $979 241 10 0.04778% 5979 242 10 0.04778% $979 P43 10 0.04778% 8979 244 10 0.04770% $979 245 10 0.04778% $979 PAGE 5 CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD 1_.I.D. TOTAL TRIPS: 20928 TOTAL COST: $2,049,000 L.I.D. TRIPS ESTIMATED LOT-#- GENERATED X OF TOTAL ASSESSMENT 246 ^10 �- 0.04778% ------$979 247 10 0.04778% $979 248 10 0.04778% $.979 249 10 0.04778% $979 250 10 0.04778% $979 251 10 0.04778% $979 } 252 10 0.04778% $979 253 10 0.04778% $979 254 i0 0.04778% $979 j 255 10 0.04778% $979 f 256 10n 0.04778%. $979 257 10 0.04778% $979 258 10 0.04778% $979 259 10 0.04778% $979 260 10 0.04778% $979 261 10 0.04778% $979 2622 10 0.04778% $979 f 263 10 0.04778% $979 264 10 0.04778% $979 265 0 0.00000% $® I 266 10 0.04778% $979 267 10 0.04778% $979 268 10 0.04778% $979 269 10 0.04778% $979 2270 10 0.04778%. $979 271 10 0.04778% $979 2272 10 0.04778% $979 273 10 0.04778% $979 274 10 0.04778% .$979 ! 275 10 0.04778% $979 8l 276 10 0.04778% 0«979 277 10 0.04778% $979 278 10 0.04778% $979 279 10 0.04778% $979 280 10 0.04778% $979 281 10 0.04778% $979 282 10 0.Of,77BX $979 83 10 0.04778% $979 284 10 0.04778% $979 2285 10 0.04778% $979 286 10 0.04778% $979 287 10 0.04778% $979 _ 88 10 0.04778% $979 289 10 0.04778%. $979 290 10 0.04778% $979 - 291 10 0.04778% $979 29t 10 0.04778% $979 293 10 0.04778% $979 294 10 0.04778% $979 } PAGE 6 e CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS: 20928 TOTAL COST: $2,048,000 L. I.D. TRIPS LOT # GENERATED % OF TOTAL ESTIMATED ------ -------- __ ASSESSMENT 295 10 0.04778% ---------- 296 10 0.04778% $979 297 10 0.04778%298 $979 € 299 10 0.04778% $979 10 0.047789 300 10 0.04778% 3979 # 301 610 9 0.04778% $979 302 303 2.24102% $45$ 4 896 109 0.52083% 979' 304 10 0.04778% $10,667 305 0 0.00000% $979 306 10 0.04778% $0 307 10 0.04778% $979 308 10 0.04778% $979 303 10 0.047789 $979 310 10 0.04778% $979 311 10 0.04778% 312 10 0.04778%. $979 13 10 0.04778% $979 3 i 315 10 0.04778% $979 315 10 0.04778% $979 1.317 0 0.04778% $979 318 0.04778% $479 319 10 0.04778% $979 20 0.04778% 320 10 0.G+778% $979 321 10 0.04778% $973 210 323 0.04778%. $979 323 10 0.04778% $979 325 10 0 .04778% $979 @.04778% 327 3-16 f0 0•04778% $979 i 328 10 0.047769 $979 E 329 i0 0.04778% $979 I0 0.04778% 330 10 0.04778% $979 332 ® 0.04778% $979 { 333 1@ 0.04778% $979 334 10 0.04778% $979 @ 335 $0 336 0 0.00000% $0 336 10 0.04778%. $979 338 10 0.04778% $979 1 339 1@ 0.04778% 8979 e 340 10 0.04778% $979 341 10 0.047785: $979 10 0.04778% 342 10 0.04778% $979 343 10 0.04778% $979 $979 PAGE 7 CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. s TOTAL TRIPS: 20928 - TOTAL COST: $2,048,000 t L.I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT ---------- 344 10 0.04778% ------ $979 345 10 0.04778% $979 346 10 0.04778% 347 10 $979 348 0.04778% $979 10 0.04778% 8979 349 36 0.17202% $3,523 350 219 1.04644% $21,431 351 36 0.17202% $3,523 352 231 1.10378%. 522,606 353 10 0.04778% $979 354 10 0.04778% $979 355 10 0-04778% $979 356 10 0.04778% $979 357 10 0.04778% $979 358 10 0.04778% $979 359 .0 0.e-4778% $979 360 10 0.04778% $979 361 10 0,04778% $979 362 10 0.04778% $379 363 10 0.04778% $979 364 10 0.04778% $979 365 10 0.04778% $979 366 10 0.04778% $979 367 10 0.04778% $979 368 10 0.04778% $979 369 10 0.04778% $979 370 10 0.04778% $979 371 10 0,04778% $979 372 10 0.04778% $979 373 10 0.047789 $979 374 10 0.04778%- $979 375 10 0.04776% $979 376 10 0.04778%. $979 377 10 0.04778% $979 378 10 0.04778%. $979 s 379 10 0.04778% $979 380 10 0.04778% $979 381 i0 0.04778% $979 382 10 383 10 0.047789 $979 0.04778% $979 E 384 10 0_04778% $979 385 10 0.04778% $979 d 386 10 0.04778% $979 387 100.04778% $979 [ 388 10 0.04778% $979 389 701 3,34958% $68,599 390 A 651 3.11067% x63,706 390 S 8239 39.36831% $806,266 391 42 0.'20069% $4,110 4 =AGE S a== CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE/ MURRAY BLVD L.I.D. TOTAL TRIPS; 20928 TOTAL COST: $2,048,000 L.I.D. TRIPS ESTIMATED LOT # GENERATED X OF TOTAL ASSESSMENT 4444 - ------ --------- -0.04778%% 5979---4778 - $979 392 10 393 10 0.04778% $979 394 10 0.04778% $979 395 10 0.04778% $979 396 10 0.04778, $979 397 10 0.0477S% $979 398 10 0.04778% $979 399 10 0.04778% $979 400 10 0.04778% $979 401 10 0.04778% $979 402 10 0.04778% $979 403 10 0.04778% $979 404 10 0.04778% $979 405 10 0.04778% $979 406 10 0.04778% $979 407 10 0.04778% $979 408 10 0.04778% $979 409 10 0.04778% $979 410 10 0.04778% $979 411 10 0.04778% $979 412 10 0.04778% $979 413 10 0.04778%. $979 E 414 10 0.04778% $979 415 10 0.04778% $979 416 10 0.04778% $979 417 10 0.04778% $979 418 10 0.04778% $979 € 419 10 0.04778% $979 420 10 0.04778% $979 421 10 0.04778% $979 i 422 10 0.04778% $979 423 10 0.04778% $979 424 10 0.04778% $979 425 10 0.04778% .,979 i 426 10 0.04778% $979 417 10 0.04778% $979 s 428 10 0.04778% $979 1 429 10 0.04778% $979 430 10 0.04778% $979 431 10 0.04778% $979 432 10 0.04772% $979 433 10 0.04778% $979 434 10 0.04778% $979 435 10 0.04778% $979 436 i0 0.04778% $979 •" 437 0 0.00000% $0 TOTAL 20928 TOTAL $2,048,000 PAGE 9 ' CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. g TOTAL TRIPS: 11107 TOTAL COST: $1,409,000 L. I.D. TRIPS ESTIMATED r LOT #1 GENERATED % OF TOTAL ASSESSMENT 1 26644 23.44467% $2330,335 2 201 1.80967% $25,498 r- 3 97 0.87332% $12,305 4 85 0.76528% $10,783 5 170 1.53057% $21,566 6 195 1.75565% &24,737 i 7 91 0.81930% $11,544 . 8 97 0.87332% $12,305 9 189 1.70163% $23,976 10 97 0.87332% $12,305 11 725 6.52742% $131,971 13 10 0.09003% $1.269 14 10 0.09003% °31,269 j 15 10 0.09003% $1,269 16 10 0.09003% $1,269 17 10 0.09003% s 1,269 18 10 0.09003% S1,269 S 19 10 0.09003% 1$1,269 20 10 0.09003% 151,269 j 21 10 0.09Qb,d3% $1,269 22 10 0.09003% s i,269 23 10 0.09003% S1,269 r '24 10 0.09003% S1,269 25 10 0.09003% $1,269 26 10 0.09003% --1,269 27 10 0.09003% --1,269 28 10 0.09003% $1,'269 29 10 0.09003% $1,269 30 10 0.09003% --1,269 31 10 0.09003% $1,269 32 10 0.09003% S 1,269 33 10 0.09003% $1,269 34 10 0.0900..3% S1,269 35 10 0.09003% -1,269 36 10 0.09003% �z 1,269 37 10 0.09003% S 1,269 38 10 0.09003% $1,269 39 10 0.09003%03% T.1,269 40 10 0.013003% $1,269. s 41 10 0.09003% 51,269 42 10 0.09003% 51,269 43 10 0.09003% S1,269 44 10 0.09003% $i,269 r 45 10 0.09003% $1,269 46 to 0.09003% $1,269 47 10 0.09003% S1,269 -. 48 10 0.09003% $1,26-1 49 10 0.09003% $i,269 50 10 0.09003% S1,2269 PAGE 1 1 CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. TOTAL TRIPS: 11107 TOTAL COST: $1,409,000 e L. I.D. TRIPS ESTIMATED LOT_# GENERATED % OF TOTAL ASSESSMENT 51 ---i0---- -0.09003'/.- - - 1 X63 52 10 0.090+713% �1, 69 53 10 0.09003% 41,2x.9 f 5410 0.090013% o } moi,X69 f 55 10 0.09003% $1,269 56 10 0.09003%. 1, _63 57 iB 0.09003% $1, 269 58 10 0.09003% *1,269 59 10 0.09003% $1,269 60 10 0.09003% 9t I,269 61 10 0.09003% $1,26g 62 10 0.09003% $1,La.69 63 10' 0.09003% $1,2r.9 64 10 0.09003% S 1,'ti69 65 i0 0.09003% 1,.^-_69 66 10 0.09003% { 67 10 0.09003% $1, 269 68 10 0.09003% -�I,263 69 10 0.09003% $1,26g 70 10 0.09003% 1,26S 71 10 0.09003% 72 10 0.09003% $l,--69 73 10 0.09+7013% s 1,,.69 74 10 0.09003% $1,.a6-3 75 10 0.09003% $1, --69 76 10 0.09003% s 1, 263 77 10 0.09003% 78 10 0.09003'% 79 10 0.09003% 61,269 80 10 0.09003% $1,esq 81 10 0.09003% 1 263 82 10 0.09003% $1,L-69 83 10 0.09003% $1,,--69 84 10 0.09003:. -$i, '?69 8s 10 0.09003% $1, 269 86 10 0.013003% s 1,269 r 87 10 0.09003% 88 10 0.09003% $1,2cg G9 1'0 0.09003% 190 10 0.0900.3% $53, _69 91 10 0.09002% $1,269 92 10 0.09003% $1,.afi9 `A 3 10 0.09003% sl, --Sq 94 10 0.09003% '35 10 0.09003% 122 10 0.09003% $1,'L69 123 10 0.09003% $1,259 124 10 0.09003% $1,L-69 12u 10 0.09003% $1,269 PAGE 2 CITY OF TIGARDr - LID ASSESSMENT ROLL - 135TH AVE TOTAL TRIPS. 11107 TOTAL COST: $1,409,000 L. I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT --------- ----------- ---------- 12S 10 0. o9Z03'I- $1,269 127 10 0.O9003-A $1,269 128 10 0.O9003% $1,269 129 10 0. 09103% $1,269 130 10 0.09003% $1,269 131 10 0. 09003% 132 10 0. 0900a% $1,269 133 10 0.09003% $1,269 134 10 0. O9O03% $1,269 135 10 0. 09003% $1,269 •36 10 0.09003% 137 10 0.09003% $i,269 138 10 0. 09003% $1,269 139 10 0. 09003% $1,2G9 140 10 0. 09003% $1,`o E9 141 10 0. 090213% $1,269 142 10 0. 09103% $1,269 143 10 0. 09003% $1.269 144 10 0- 09003% $1,269 145 i0 0- 09003% $1,26g 146 10 0. 09103% $1,269 147 10 0. 09003% $1,269 148 10 0. 09003% $1,269 149 10 0. 09103% $1,269 150 10 0. 09003% $1,269 151 10 0. 09003% $1,269 152 10 0. 09103% $1,269 153 10 0. 09003% %1,269 154 10 0. 09003% Iss 10 0- 09003% $1,269 156 10 0. OT003% $1,269 157 iO 0. 09003% $1,269 158 11-49 0. 09003% $1,269 159 10 0- 013003% $1,269 160 40 0. 36+7313% $5,074 161 10 0.013003% $1,269 162 50 0. 5402-0% $7,611 163 622 5- 60007% $78,905 164 20 0- 18007% $2,537 16S 10 0-09003% 166 0 0. 00000% $0 167 0 0. 00000% $0 168 10 0.09103;: $1,'269 169 10 0. 013003% $1,269 170 10 0.091303% $1,2C.9 171 10 0.09003% $1,269 172 10 0.09003% $1,269 173 10 0.09003% $1,?69 174 10 0. 09103%. $1,269 PAGE CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. k TOTAL TRIPS: 11107 TOTAL COST: %1,409,000 r- TRIPS ESTIMATED ° LOT # GENERATED % OF TOTAL ASSESSMENT i 175 ---10----- -0.09003x -`-------- $1,269 r 176 10 0.09003% $1,269 177 10 0.013003% $1,269 178 10 0.09003%. $1.269 179 10 0.09003% $1,269 180 10 0.09003% $1,265 181 10 0109003% $1,269 182 10 0.09003% $1,269 183 10 0.09003% $1,269 184 10 0.09003% $1,269 185 10 0.09003% $1,269 186 10 0.09003% $1,269 187 10 0.09003% $1,269 188 10 0.09003% $1,269 189 10 0.09003% -$1,269 190 10 0.09003% $1,269 191 10 0.09003% $1,269 I92 10 0.09003% $1,269 193 10 0.09003% $1,269 194 10 0.09003% $1,269 195 10 0.09003% $1,269 196 10 0.09003% $1,269 269 197 10 0.09003% $1,269 198 10 0.09003% $1,269 `99 10 0.09003% $1,269 00 10 0.09003% $1,269 201 0 0.00000% $0 202 0 0.00000% 20310 $0 2 0.09003% $1,269 04 10 0.09003% $1;269 205 10 0.09003% $1,,269 206 10 0.09003% 10 0.09003% 208 10 0.09003% $1,269 209 10 0.09003% 210 10 $1,269 0.09003-r, y 21.1 1i 10 0.09003% $1,269 R 1 10 0.09003% $1,269 ` 13 10 0.09003% $1,269 214 10 0.09003-/. $1'o ''69 215 10 0.090013% $1 216 10 ,X69 0.09003`% $1 a•L69 21710 0.09003'/. $1,269 g 18 10 0.09003% $1,o 69 219 10 0.09003% $! 69 L�0 10 0.09003'/- $1,'2.69 222 10 0.09003`/- $1,269 10 0.09003% S1,269 223 10 0.09003% $1,269 PAGE 4 i F CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. #g TOTAL TRIPS: 11107 TOTAL COST: '$1,409,000 +; L. I.D. TRIPS ESTIMATED LOT # GENERATED % OF TOTAL ASSESSMENT - 224 10 0.09003% $1,269 225 10 0.09003% $1,269 226 10 0.09003% $1,269 227 10 0.090031/. 51,269 228 10 0.0903% $1,269 229 10 0.09003% $1,269 i 230 10 0.09003% $1,269 231 10 0.09003% $1,269 232 10 0.09003% $1,269 233 10 0.09003% $1,269 234 10 0.09003% $1,269 235 10 0.09003% $1,269 236 10 0.09003% $1,269 237 10 0.09003% $1,269 238 10 0.09003% $1,269 239 10 0.09003% $1,269 240 10 0.09003% $1,26g 241 10 0.09003% $1,269 242 10 0.09003% $1,269 243 10 0.09003•l. $1,269 244 10 0.09003% $1,269 245 10 0.090031A $1,269 246 10 0.09003% $1,269 247 10 0.09003% $1,269 48 10 0.09003% $1,269 249 10 0.09003% $1,269 250 10 0.09003% $1,269 251 10 0.09003% $1,269 252 10 0.09003% $1,269 253 10 0.1-419003%.. $1,--69 254 10 0.013003% $17269 255 10 0.0900371. $1,269 256 10 0.090133% $1,269 257 10 0.09003%. $1,269 258 10 0.09003% $1,269 259 10 0.09003%. $1,269 260 10 0.09003-7. $1,269 261 10 0.09003% $1,269 262 10 0.0900371: $1,269 263 10 0.09003% $1,269 S 264 10 0.09003% $1,269 4 265 0 0.0O000-14 $0 266 10 0.09003% $1,269 267 10 0.09003% $1,269 268 10 0.09003% $1,269 269 10 0.09003% $1,269 270 10 0.0900-3:11 269 271 10 0.09003'7. $1,269 272 10 0.09O0;3% $1,269 PAGE 5 0 CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. TOTAL TRIPS. 11107 TOTAL COST: $1,409,000 L. I.D. TRIPS ESTIMATED LOT GENERATED 1 OF TOTAL ASSESSMENT ----- --------- --- --- ----------- 273 10 0.09003% $1,269 274 10 0.09003% $1,269 275 10 0.09003% $1,269 276 10 0.09003%. $1,269 277 10 0.09003% $1,269 278 10 0.09003% $1,269 i 279 10 0.09003% $1,269 280 10 0.09003% $1,269 P-81 10 0.09003% $1,269 282 10 0.09003% X1,269 283 10 0.09003% $1,269 284 10 0.09003% $1,269 285 10 0.09003% $1,269 286 10 0.09003% $1,269 287 10 0.09003% $1,--69 288 10 0.09003% $1,269 289 10 0.09003% $1,269 290 10 0.09003% $1,269 291 10 0.09003% $1,269 292 10 0.09003% $1,26g 293 10 0.09003% $1,269 i 294 10 0.09003% $1,269 295 10 0.09003% $1,269 296 i0 0.09003% $1,259 297 10 0.09003% $1,269 296 10 0.090031 $1,269 299 10 0.09003% $1,269 300 10 0.09003% $1,269 301 10 0.09003% $1,269 302 469 4.22256% $59,496 303 109 0.98136% $138827 304 10 0.09003% $1,269 305 0 0.00000% $0 306 10 0.090031 $1,269 1 307 10 0.09003% $1,269 308 10 0.09003% $1,269 309 10 0.09003% $1,269 E 310 10 0.09003% $1,269 311 10 0.09003/ $1,269 312 10 0.09003% $1,269 313 10 0.09003% $1,269 314 10 0.09003% 51,265 315 10 0.09003% $1,269 SIG 10 0.09003% $1,269 317 10 0.09003% $1,269 316 10 0.09003% $1,269 319 10 0.09003% 31,269 320 10 0.09003% $1,26 9 321 10 0.09003% $1,269 � t RAGE 6 CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I.D. TOTAL TRIPS: 11107 TOTAL, COST. $1,409,000 L. I.D. TRIPS LOT # GENERATED % OF TOTAL ESTIMATED T --------- _ ASSESSMENT € 32'2- 10 0.09003% 1-'-- 323 10 0.09003% ,2269 r 324 10 0.09003% $1,269 32510 3% 52,269 0.0900 326 10 $1,269 0.09003% � 69 328 127 0 O..�D9003% $1,269 10 0.09003% $1 269 . 329 10 0.09003% $1� 330 10 0.09003% ,269 33 i 10 0.09003% $1,269 332 10 0.09003% $1,269 ' 10 $1 06 33., 0.09003% $1,269 , � 334 0 0.00000% s 1 335 0 0.00000% 336 Z 0 0.0900.3% 060 337 10 0.09003% $1,269 338 10 0.09003% $1,269 39 340 10 0.09003% $1,269 341 10 0.09003% $1,269 342 10 0.09003% $1,269 10 0.09003% $1 26 344 343 2 0 0-09003% 51 269 345 10 Z.09003% $1,069 10 0.09003% '� k 346 1051,269 0.03003;: 6 L $1 ' 9 347 10 0.09003% , i 348 i0 $1,269 0.09003%.09003% $1,2r.9 340 `•'6 0.32412% $4,567 19 1.97173% 52-7,782- 351 36 0.3-41: % 352 231 $4,567 353 2.07977% $29,304 354 10 0.09003% 51,263 i 3.55 10 0.09003% $1,263 356 10 ®.09003% $1,269 10 0.09003% $1,Z-69 357 10 0.09003% ,2 358 10 0.09003% $1,269 359 360 10 0.09003% $1.269 360 10 10 0,x79003% 517269 362 0.09003% $1,269 363 10 0.09003% $1,269 10 0.03003% $1,26-3 364 36 10 0.09003.1. $1,269 366 i 0 0.09003% $1,269 10 0.09003% 367 %. ,`$1 69 10 0.09003%368 $1,269 369 10 0.09003% $1,269 370 1x7 0.09003'/= $1,269 jpf 10 0.09003% $1,269 '. 1 f PAGE 7 fi CITY OF TIGARD - LID ASSESSMENT ROLL - 135TH AVE L. I. D. TOTAL TRIPS; 11107 TOTAL COST: $1,409,000 L. 1.D. TRIPS ESTIMATED LOT #0 GENERATED a OP TOTAL ASSESSMaINT ^-- 371 10---- 0.09003% 372 10 0.013003% 373 10 0.09003% 374 10 0.09003% $1,269 375 10 0.09003% $1,269 376 10 0.09003% Yi,269 377 10 0.09003% p1,269 378 10 0.09003% $1,263 379 10 0.09003% $1,269 380 10 0.09003% $1,269 381 10 0.09003% $1,269 382 10 0.09003% $1,269 383 10 0.09003% $1,269 384 10 0.09003% $1,269 385 10 0.09003% $1,269 386 10 0.09003% $1,269 387 10 0.09003% $1,269 388 10 0.09003% 551,269 389 701 6..31 134% $88,927 390 A 651 5.86117% $82,584 391 4.2 0.37814% $5,328 TOTAL 11107 TOTAL $1,409,001 pp= 8 4. CITY OF TIGARD - LID ASSESSMENT ROLL - MURRAY BLVD L. I.D. TOTAL TRIPS: 9821 TOTAL COST: $639,000 o r cog ESTIMATED L. 1.D. TRI LOT # GENERATED % OF TOTAL SEBS""�^-'T 872 ---- ------- -1L 8.87893% $5G, 736 96 10 0. 10182% $651 97 10 0. 10182% T-651 90 10 0. 10182% 5651 99 10 0. 10182% %651 100 10 0. 10182% Tb651 101 10 0. 10182% 1022 10 0. 10182% 103 10 0. 10182%• q;G51 104 10 0. 10182% 5651 10.E 10 0. 10182% 106 10 0. 10182% -X651 107 10 0. 101821 Ea51 108 10 0. 10i 82% 109 10 0. 10182% T651 110 10 0. 10182% �'S1 111 10 0. 10182% X651 112 i0 0. 10182% X651 113 10 0. 10182% IZ6S 1 114 10 0.10182% 65f 115 10 0. 10182% X651 1 116 10 0.10182% 651 1.17 10 0. 10182% X651 118 10 0. 10182. %651 i ig 10 0. 10182% 2651 120 10 0. 10182% 2651 121 10 0. 10182% 2651 390 b 8239 83.89166% $536, 068 10 010182% 5651 . 3,3.2 . . 393 10 0. 10182% SF-651 t 394 10 0. 10182% X651 3910 0. 10 2651 396 10 0. 10182% X651 397 10 0. 10182% X651 398 10 0.10182% X651 399 10 0. 10182% %651 400 i 0 0. i0182% *651 401 10 0. 10182% %651 402 10 0.10182% $651 403 10 0. 10182% %651 ¢ 404 10 0.10182% $651 E 405 10 0. 1018214 $651 406 10 0.10182% %651 r 407 10 0. 10182% 6651 408 10 0.10182% $651 409 10 0.10182% X651 410 10 0.10182% 9x651 j 411 10 0.10182% 6651 412 10 0.10182% $651 PAGE 1 r. CITY OF TIGARD - LID ASSESSMENT ROLL - MURRAY BLVD L. 1.1). " TOTAL TRIPS; 9821 TOTAL COST: $639, 000 L.I.D. TRIPS ESTIMATED LOT t{ GENERATED X OF TOTAL ASSESSMENT f 413 '0 - -- -- ----- 0. 10182% x5651 414 10 0. 10182% $651 415 10 0. 10182% 5651 416 10 L. 10182% 5651 417 10 0. 10182% 5651 418 10 0. 10182% 5651 419 10 0. 10182% 5651 420 10 0. 10182% 5651 421 10 0. 10182% $651 422 10 0. 10182%. $651 423 10 0. 10132% $651 424 10 0. 10182% 5651 425 10 0. 10182% $651 426 10 0. 10182% $651 427 10 0. 10182% 5651 428 10 0. 10182•%. $651 429 10 0. 101822% $651 430 10 0. 10182% $651 431 10 0. 10182% $651 432 10 0- 10182% $651 i 433 10 0. 10182% $651 434 10 0- 10182% $651 4.35 10 0. 10182% $651 t 436 10 0. 10182% 5651 437 0 0.00000% $0 TOTAL. 9821 TOTAL 'A6 39,000 J 4[f t E tF th ti PAGE 2 1 i.. t i i y I 1 . i i i y 11 1 Opinion of Probable Cost E Trip Generation Allocation `{ Letter from Stewart Title Figure 1, Scholis Ferry Road widening at Murray Boulevard Preliminary Plans LID Base Map Sheets 1-2 135th Avenue Sheet 3 Murray Boulevard Steeet 4 f CITY OF TIGARD 135 AVE L.I.D. OPINION OF PROBABLE COST UNIT SECTION ITEM QUANTITY UNIT PRICE TOTAL 201 MOBILIZATION (5X) L.S. $40,000 2:32 TEMP. TRAFFIC CONTROL L.S. $20,000 203 CLEAR AND GRUB 2.4 AC. 1500.00 $3,606 -- 204 EARTHWORK 33400 C.Y. 3-50 $116,900 OVEREXCAVATION 1000 C.Y. 3.50 $3,500 207 AGGREGATE BASEROCK 15"DEPTH 22000 S.Y. 5.20 $114,400 FOUNDATION STABILIZATION 1000 C.Y. 12.00 $12,000 211 ASPHALTIC CONCRETE 4" DEPTH 19000 S.Y. 7.05 $133,950 213 CURB AND GUTTER 9240 L.F. 6.00 $55,440 VALLEY GUTTER 90 L.F. 6.00 $540 214 DRIVEWAY 200 S.Y. 17.50 $3,500 215 SIDEWALK 5'WIDE 5000 S.Y. 15.00 $75,000 216 ADJUST INCIDENTALS 20 EA. 250.00 $5,000 217 UTILITIES ELECTRICAL UNDERGROUND A.TRENCHING AND BACKFILL 4620 L.F. 7.50 $34,650 9.4" SCH 40 CONDUIT 4620 L.F. 2.50 $11,550 C.VAULT U.V. 506 10 EA. 1000.00 $10,000 I D.PSE FEE L.S. 0.00 $20,000 ILLUMINATION ( A.FIXTURE, POLE, BASE 20 EA 1750.00 $35,000 B.CONDUIT 2" SCH 40 PVC 4620 L.F. 2.00 $9,240 C.TRENCHING & BACKFILL 4620 L.F. 0.00 $0 TELEPHONE SYSTEM A.TRENCHING & BACKFILL 4620 L.F. 0.00 $0 B.DIRECT BURY CABLE 4620 L.F. 6.50 $30,036 CABLE T.V. A.CONDUIT 2" SCH 40 PVC 8690 L.F. 2.00 $17,380 219 SIGNING AND STRIPING 4620 L.F. 1.40 $6,468 222 LANDSCAPING 6000 S.Y. S.00 $30,000 f 223 CLEANUP L.S. $5,000 301 TRENCH EXCAV, BEDDING & BACKFILL, 0-61 3645 L.F. 10.00 $36,450 DITCHING 100 L.P. 5.00 $500 303 SANITARY SEWER PIPE 8" PVC 300 L.F. 10.00 $3,000 CONCRETE ENCASEMENT 50 L.F. 40.00 $2,000 305 STORM DRAIN PIPE 12" DIAM CL. 3 CSP 1865 L.F. 12.50 $23,313 15" DIAM CL, 3 CSP 670 L.F. 15.50 $10,385 18'° DIAM CL. 3 CSP 880 L.F. 18.00 1.15,840 _ { 21" DIAM CL. 3 CSP 350 L.F. 21.00 $7,350 { 307 CATCH BASINS AND INLETS CATCH BASIN 17 EA. 450.00 $7,650 ¢ OVERSIZED CATCH BASIN 8 EA. 750.00 $6;000 500 BRIDGE STRUCTURE (401* 561) 1 PILES, EXCAV., CONE. DECK, ETC. L.S. $138,000 SUBTOTAL $1,043,636 LONSTRUCTION CONTINGENCIES (15X) $156,545 q ADMIN., LEGAL,& ENGINEERING (20X) $208,727 @ TOTAL $1,408,908 I PAGE 1 c, A MURRY BLVD L.1.D. CITY OF IGRRD OPINION OF PROBABLE COST UNIT ITEM QUANTITY UNIT PRICE TOTAL SECTION L-S. $20,000 201 S.IOBILIZA7ION (5%) L-S. $10,000 202 TEMP. TRAFFIC CONTROL 3.2 RC. 1500.00 $4,800 203 CLEAR AND GRUB 30400 C.Y- 3.50 $106,400 204 EARTHWORK 1000 C.Y. 3.50 $3,500 OVEREXCAVATION el2S. 5,20 $52,624 2 100 07 AGGREGATE BASEROCK 15"DEPTH 110000 Y. 12.00 $12,000 C. FOUNDATION STABILIZATION 9240 S.Y. 7.05 $65,142 211 ASPHALTIC CONCRETE 4" DEPTH 3960 L.F• 6.00 $23,760 213 CURB AND GUTTER 2200 S.Y- 15.00 $33,000 215 SIDEWALK 5+WIDE 217 UTILITIES ELECTRICAL UNDERGROUND 180 L.F. 7.50 $1,350 A.TRENCHING & BACKFILL 1B0 L.F. 2.50 $450 A.CONDUIT 4" SCH 40 PVC ILLUMINATION Is 1750.00 $28,000 A.FIXTURE, POLE, BASE 1980 LA F. 2.00 $3,960 B.CONDUIT 2" SCS-! 40 PVC 7.50 $14,850 C.TRENCHING & BGCKFILL 198£9 is L. 250.00 $4,000 D.JUNCTION BOX TELEPHONE SYSTEM180 L.F. 2.00 $360 A.CONDUIT 2" SCH 40 PVC CABLE T.V. 1Bb L.F. 2.00 $360 A.CONDUIT 2" SCH 40 PVC 4.04 87,999 t 219 SIGNING AND STRIPING 5600 L.F.0 S.Y. 5.00 $28,000 222 LANDSCAPING 566 y2,000 S CLEANUP L.S. 223 _ 301 TRENCH EXCAV, BEDDING & 138 6 L.F. 10.00 $13,800 BACKFILL, 0-6 5.00 $3,250 DITCHING 65� L L.F. 8600 ` 3f53 SANITARY SEWER PIPE e" Pso'VC L.c 10.00 305 STORM DRAIN PIPE 310 L.F. 12.50 $3,875 4 12'• DIAM CL. 3 CSP 15.50 $14,725 15" D I As 1 CL. 3 CSP 950 L.F. $k 800 48" DZRM CL. III CSP 60 L.F. 80.00 + 4 307 CATCH BASINS AND INLETS 4 EA. 450.00 $1,800 CATCH BASIN 4 EA. 750.00 $3,000 OVERSIZED CATCH BASIN ------- $473,323 SUBTOTAL E $70,998 CONSTRUCTION CONTINGENCIES (15%) $94,665 } ADMIN., LEGAL,& ENGINEERING (2Cf? ------- TOTAL $638,986 d e _ ! PAGE I ■ SS i CITY OF TIGARD 135 AVE L.I.D. (LOCAL) OPINION OF PROBABLE COST UNIT SECTION ITEM QUANTITY UNIT PRICE TOTAL 201 MOBILIZATION (5X) L.S_ $40,000 202 TEMP. TRAFFIC CONTROL L.S. $20,000 203 CLEAR AND GRUB 1.4 AC. 1500.00 $2,100 204 EARTHWORK 24250 C.Y. 3.50 $84,875 OVEREXCAVATION 1000 C.Y. 3.50 $3,!500 207 AGGREGATE BASEROCK 15"DEPTH 18700 S.Y. 3.50 $65,450 FOUNDATION STABILIZATION 1000 C.Y. 12.00 $121000 211 ASPHALTIC CONCRETE 4" DEPTH 16150 S.Y. 5.30 $85,595 213 CURB AND GUTTER 9240 L.F. 6.00 $55,440 VALLEY GUTTER 90 L.F. 6.00 $540 214 DRIVEWAY 200 S.Y. 17.50 $3,500 215 SIDEWALK 51WIDE 5000 S.Y. is.00 $75,000 216 ADJUST INCIDENTALS 20 EA. 250.00 $5,000 217 UTILITIES ELECTRICAL UNDERGROUND A.TRENCHING AND BACKFILL 4620 L-F. 7.50 $34,650 B.4" SCH 40 CONDUIT 4620 L.F. 2.50 $11,550 C.VAULT U.V. 506 10 EA. 1000.00 $10,000 D.PGE FEE L.S. 0,00 $20,000 ILLUMINATION A.FIXTURE, POLE, BASE 20 EA 1750.00 $35,000 9.CONDUIT 2" SCH 40 FVC 4620 L.F. 2.00 $9,2491 C.TRENCHING & BACKFILL 4620 L.F. 0.00 $0 TELEPHONE SYSTEM A.TRENCHING & BACKFILL 4620 L.F. 0.00 $0 B.DIRECT BURY CABLE 4620 L.F. 6.50 $30,030 CABLE T.V. A.CONDUIT 2" SCH 40 PVC 8690 L.F. 2.00 $17,380 219 SIGNING AND STRIPING 4620 L.F. 1.40 $6,468 222 LANDSCAPING 6000 S.Y. 5.00 $30,000 223 CLEANUP L.S. $5,000 301 TRENCH EXCAV, BEDDING & BACKFILL, 0-6' 3645 L.F. 10.00 $36,450 DITCHING 100 L.F. 5.00 $500 303 SANITARY SEWER PIPE 8" PVC 300 L.F. 10.00 $3,000 CONCRETE ENCASEMENT 50 L.F. 40.00 $2,000 305 STORM DRAIN PIPE 12" DIAM CL. 3 CSP 1865 L.F. 12.50 $23,313 15" DIAM CL. 3 CSP 670 L.F. 15.50 $10,385 18" DIAM CL. 3 CSP 880 L.F. 18.00 $15,840 21" DIAM CL. 3 CSP 350 L.r. ai.OfB $7,350 307 CATCH BASINS AND INLETS CATCH BASIN 17 EA. 450.00 $7,650 € OVERSIZED CATCH BASIN 8 EA. 750.00 $6,000 500 BRIDGE STRUCTURE (40'* 50') PILES, EXCAV., CONC. DECK, ETC. L.S. $125,000 SUBTOTAL $8S9,806 ar CONSTRUCTION CONTINGENCIES (15X) $134,971 g ADMIN., LEGAL,& ENGINEERING (20X) $179,961 TOTAL $1,214,737 k a PACE 1 i CITY OF TIGARD MURRY BLVD LID (LOCAL) $ OPINION OF PROBABLE COST UNIT SECTION ITEM QUANTITY UNIT PRICE TOTAL 201 MCBIL:ZATION (SX) ._.5. $".'.0,000 ` 202 TEMP. TRAFFIC CONTROL L.S. $10.000 2213 CLEAR AND GRUB =.6 AC. 1500.00 $3.900 " 204 EARTIKWXRK 25550 C.`e. 3.50 $89,425 OVEREXCAVAT:ON '_000 C.Y. 3.50 $3,500 207 AGGREGATE BASEROCX 15"DEPTH 7820 S.Y. ....`0 $27.3747 FOUNDATION STABILIZATION 1000 C.Y. 12.00 $12,000 } 211 ASPHALTIC CONCRETE 4" DEPTH 7140 S.Y. 5.30 $37,542 1 213 CURB AND GUTTER 3960 L.F. 6.00 $E3.760 215 SIDEWALK c'NICE 2200 S.Y. 15.00 S33,000 217 UTILIT:Es { ELECTRICAL UNDERGROUND A.TRENCH:NG & BACY.FILL 180 L.F. 7.50 $1,350 f A.CONDUIT 4" SCH 40 PVC 18'0 L.F. 2.50 $450 � I LLU6Y:;JAT i ON A.FIXTURE, ?OLS, BASE 16 EA 1750.170 $28.4700 8.CONDU'I- SC:-i 40 PVC 1980 L.F. 2.00 53,=61.1 C.T.REMCHING & 3ACVFILL 1980 L.F. 7.50 $14,350 D.3UNCT"ON 3OX 16 EA. 250.00 $4,000 TELEPHONE SYSTEM A.ZONDUIT c SCH 40 PVC 130 L. 2.00 $360 GAEL T.Y. A.CO:vDUIT _ SCA' 40 PVC 18'7 L.F. 2.00 $360 219 SIGNING AND 'STRIPING 1980 L.F. 4.04 $7,999 € 2 LANDSCAPING 5600 S.Y. 5:.'00 $2B,1100 1-23 CLEANUP L.S. $2.000 3;111 TRENC.� _..CAV. _CCviNG & 1380 L.F. 0O $13.301 DITCI-I::;G GS'ti _.F. 5.0'0 53.'E'D ,03SAN 7ARY SE.vER PIC_ 9" ='l%C 50 STCRM 7RrIN _C D:A[4 CL. 3 C3",' 5k 33.37E 1�1, DIAD' C-1 . _ r '?50 F. _:..50 $14. stl :3iAir T . _3R 60 30. 00 $4..'.'10 307 CATC:ti 3ASI`:S ZND _NLETS 1 -CH BAS 1.-1 4 cA. 4E0.2+t1. $1,300 OVERSIZED CATCH BASIN 4 EA. AEl,0O $3.800 SUBTOTAL $40'2,3131 CO^�TRUCT-ZN ..CNT:A EMC:ES :15%) 5G0, 34 AD;ary„ L-=3PL, .. ENGINEERING 120%) $80,578 E TOTAL $U4.:,3 .9N�'. 4 , 1 1>y t a _ i TRAFFIC GENERATION ALLOCATION This appendix contains the data used to calculate the potential trip generation of each of the LID lots. Trip generation is vehicles coming to or from a particular lot. Trip generation is measured in "trip ends". The following is the procedure used in determining "trip z ends" for each lot and an explanation of the attached tables. (Note: columns of the attached table are numbered at the top. Some columns are not shown, they are used for intermediate calculations.) LID lot numbers are on the far left. Footnotes are references to the right of the LID lot numbers. The explanation of the footnotes are contained in the back of the appendix. Column 3 is the size of th LID tots in square feet. Column 4 is the area that is non-buildable. This area includes area that will be used for public right-of-way, area where slopes will be greater than 25% (in most cases there are fill slopes created by the road construction) and area within the flood plain. { Column 5 is a factor used to reduce the lot size to reflect area needed for public facilities and would be non-buildable. Column 6 is the adjusted area or net buildable area. (Column 3 - Column 4) * Column 5. Column 7 is the minimum permitted lot size for a single residential unit. This is generally controlled by the zoning ordinances although, all of the residential subdivision within this area has covenants allowing only one unit/lot. This results in the current lot size being the minimum permitted lot size. Column 9 is the maximum number of lots or units which is Column 6 (adjusted area) divided by Column 7 (minimum lot size). Column 10 is the number of additional units buildable above the normal zoning density because of adjustments to lot sizes due to flood plain or slopes greater than 25%. 3 Column 13 is the generation rates in trip ends/day. The " source of this information is "Trip Generation," Third Edition, Institute of Transportation Engineers. Column 15 & 16 are the actual trip generation numbers for each lot. Note: LID Lot #302 and 390 fell in more of one type of zoning and were divided to multiple lot numbers beyond LID Lot #43e. i s {_ Z 1 -t r mn N m =99.5-.5 99 9955 5 5 955 9 F�9 959�9^999999999 Off@ O 9®5 @ 9 r. I � 1 c' SII M atl a4 v0 v0�fl�l v0 ap aL att.�a6®�'.5 6 5 6 9 99 9 I I I I + �^ I i I '• 95919999 9 fS.'99959519@ 919 2 519951956199�e 9919 @ 99�90 ® O tl 9699 U U ui,13 L V N.1 P3L V N N U U Nj N N N L N N N N NI N N i N ui u 1 JJ O� e � I -�Y�6 9�9 6 i 9 d�9 5 9I 9@ 19 5 5J'.@ 9 x 9 5 9j @ 9 9 9 8 9 @ 9 dI 9®,• 9 61 i-9 0@ 9 6 d i A 9 IC] " t p-- •� — w .-.N LZ a Ih UT 1!J N 'U]4)U).'1(l a6 vO ) Y 1(l 4Y L7 Ifl 4j 4'J VS YlI Ii In AVl!fl�IfJ 1Z IfJ IKVIYI U�1fJ s � ��I�: ` C! J O ' �f1 U)11�a0N L M N®fY�9N SM5 95 9N�595a89 @96�99Q9@6199 ®1`Y5 B 59 r2 6 �. m S T 4Y r M•t1 r N Ifl 4 OJ 4T N 4]4Z 4) ifY 4Y,O a4 4Y 4) N UY If]Yl 1fl Y']I 7 IfJ 4 4 Ifl Y"]If]VI 1 If]F Ifl IGl 16Y Ifl N �CLf i r'Of N..�•Y Q N N s .-.N I I '•i II 9 9 91 9 9 9 5 5 9 9 9 9 9 9 9 9 9 9 1 9 9 9 9@ 9@ 9 9 5 09955@'.Q9 95 5 LQ 59 9 5 .Q 619 .6 ti@595 99 9 t9'S OQ551^ B G L,5999 999 9 9 cr g <Q I N a li 1 9499NN N 991 9 951999@ 9.9;.99 d9 f+�50999 95 6 5 d 9 5 9719 95�X99�@9 9 99®@�ry9 9 U f 5,y 9av0N @9 6 I 1 � In mss,59m g55 mm m I mmmo r ^ym5�.o'l ���Q m 5 9 9 9 d9NNm9@6+aD N� P @ 9 5 9 9 9 9 9 9905 M ap —• i W B.r�. r0'f I!3 ap all 4]Y'gN w'� M�595911) 99'9 999 66 9 4) 4:N Ifl N UI 4)♦O m 4)4)Y)4]U]N 4)Y)4]U')N I(3'JI 4Y N T 4) N If.i 4•r 42 N N IfI V1 4" i-wt wCJN r.. ti r+ V—,.� � --mow _ g �LL N a N . .O . MST VlI vO n m!T 9^N✓hi��ap M_t�O+NN NiN NNNQIT®1�I IN+ Mm® IN a, _ JL •� f w � � I I I .I __� ' c �#{ t H ®H q 5 9 951 9 H@ 9°J d®5 9 9 9®9 9 5��S •`+�T H 5 9 9 A 9 9 9 9@®m�H®®®H�@@ a91 @ �Y I d M 0�9 H D 6�©9 H Q 5 9 m 9®9 9 9 6 8�9�9®®®9••r m�®l9 9 B 6 G O 9 H O®®@ p®�@®C3i A yl N VI N N N N N N Ifl N V7 N N N N N N N N 4Z rN 4]N N Ifl VI N N L 1(1 M N N N N M N N N� I N NCU NN.y NNNN V ay N MaV N N N N I♦V N N N NN N N NN a N N N N 1 ®H9 996 A�. ®6 69"-•-+9 NN aL u7 aD aO u1 NmN -•M 69m S' N-��+' {}! � Ch @ @9O Nu7 Lod 9 ul aD 9 9©®U)a099201 Cu J•J CU N N y �1 Y7�+�@ M m-+N0 O BOMN M MMIMMM'' •.. ® II!fj In N 07 IfJ Y7 0 N N 4'I tfa -4"J u7 47 IPI U]N N 47 N a0:n 4'I 47 V3.t'3 fT N N N N Vl m m Cfa aA Y'I Ul N at1 ata-t9 6ty:(P Yi N�I(1 IfJ LS' 6 1 9 W® S•9 9 666 9 '9 9-• ®D It]y NaD N N W i Ea 0H9 apNO 99m a0 CD 9 @®H Na09 @9 PI N N yM N a0m M lei T 19@mM-N MM6lr ^011 M; W !n N N 6 NNNN 0 SS Si U"a 4-a li'a o N 4]N N W 47 47 4�lfD Y]N N N i N N i m Ql aD Pa N n M1 aQ ID''"Q N h Ni N N i[1 t ®9HH 9A99®m 9 2 99^l' 9 m y 999 99 9 @ 9999 999 9 H®99 9ACi19O 9914 9•YI2@ 95 9;i. 1 +399999' 9 @9 ®H®59 099 @5x969 6 99@9®999 .999 @H 91 I � I 1 N N N N S.S-. J Rl N fJ ^J fy•V NS-�S N N@ m N aD aD u]aQ aQ d J N R S•U�M iPa a N m 9 M 4'l�tT @ 91®@®' �- •. 9 ©9 --.9 9 9 -•9 9 d aQ•D aD u] m�m N � �y 9 9 T T f(t]{�M M M M' 9 0 m aO9 ID ut 9 a 9@ aD aD 9 8 9 0•0 u]9 9 0 6!N N N N N N N rl N •D 9 M 0a 47 m 1 O O W M N - W. 1 N IPI N N N Yl N N to 49 �Y U I Uj 4Z N N VI N N N N UI U"I 4'I L'z 47 M N N N N N N.m 01 aD N N a�M1 f`.W 1Q aD IPT tYI ttai as iPa o', -- RI;N N 4J nJ 1 N V-J -+aii¢Ne•Ii_I Nx".11 dN'.Nl^aRi•1 N N+Nv @ + H1 N @ f @I d'4 K j. {( � -jf Ih P•••a M1-Y m ®® F .O 1'•171 QNI�m01 O••:(Cyydsa M 19 W 1+00+0-.nM 41 N u'/N CII Qa®.:NM SLfI�p+M1 m A.r. .. .r,.r. 2 W N N4l daQ.p♦D 10 ailbmb•On M1 ty M1 M1N N M1 mm mm C m T ':. ^, I f f L 1 5 9 0 9 0 9 9 9 9 9 b 59 0999999 0 9 9 9 9 9 91�m9909 9 9 B @@ I919 JBIg tl@ 9g 009 I � 7_ N Y1 ;tom � LLi 1619999999 @ 9 m 990999999 0 9 9 5 S 999996190@ 910 6 9 @01'909 @m�@ @9'909 �- �M 9 9®9 9 w 9®®9 999m999G9O @ 9^ O @ 699ti6O®Bt m Cg g O p<fli®0®I Q1® m Fg��®9 @6y@09- Ir N.N N M N N^^N N N S IV N N ^y N-^cj ul 1 9 9019I 99 l9 m®9®9 90 50 IB @ d 9 9 C' ®9999d99�9 9 6d B 6 99 @!9 f d 9 909 f -+ 1 9 g10�'L u-+ 99599 MbM MgM990 r] -�M 999IUN N-YN w to w�Ng9.am mflk YM,ITN Z H I Y-1 4'1 N u1 tO 47 Y]1!1 I(/lR Y]Y7 N 7 N N u1 4]N N Y]N Y7:n YR Y7 In Yl N Yi 4]";,s N♦O O+If]tfJ 1:S r7 U]4]111 ifI 4T U]cD cp IF-I!n 41 $ I(I M �rvrvrv111 qq c Y� N 1 10 W� li1.. 4J 1 M M 4 W 9 ap 113 Y7 Y-)IlI Y7 Y7 N If)N 9 1f)O O B iil M1 9 m v 9 0 961;()i(l OI-�+9 !J] 9 9�Fi Mv- Y'I @I 9 9 ti F 1 n 4)4] 4]N 4]Y]U]Yl U1 U]N Ill L'{I!]I!l U'I N U-) 99 99 99 9� 599 y X999I T 9 0 9F 996d 996�9 91 9 ®d9@� 9'�A �5 9 9 9 0 5® 9 9@ 6 'c 5 9 9 @ y 9 9 Iry 9 y 91 9 9 9.� 5'9 5!.•1 6 6A m 9 9 91 @ 9�9@ 9i I i i f1 9 @1➢i111N�+M 9!9g 99nal Y)gM999v M --�M N9 99�l IllNC�N 6�-e i0-+�N 1�dYD0 p NIMR,N 7 ]YM I , t✓m--1 5 9 N N m' 'J (V¢l_9 9�F)a0 91!M 6iN 6.1 I N N N c6 Yl I(Yl 47 Ifi 4]u7 Y]4]Ill N N 4]Ll ill N 4]LR 4l to Y]N 47 6 4)N N 10 4l.1O m LR h 1D 1111 Yl Yl V)i I>'J LR I!]m aQ Y]:'N VI 47 `Y tiN ml dl°�K'�mI�W�•�itr��� vJ �1dN n'�1,� wN�l vlav�N�Iw-N4.-aClCi N N NW �•YO 1�m Q.9-s.N1 M. !I].9!�.m QI rr���V N tIN UI cc�qq [a OY 9 fIL rl 41 t0 P�M @Y' J N M U)aD 1 LE 4)O) 1"11 • 10 �Z 9 @®99 _ NNN(WNN(L)V �-Y M f•'I>�MMyM w y��' y-LEL 1 0 6 22,N 0 u N O®9@Omm@6@ 9m9 O S B6 mB999^.6mm OO6.m OO:9 m91ID I 1 I I w 1 o m s m z m-.m o c s s c m B o B m s•:m®®:m 9 9 m B m�s m:d @@ s;5.a m,m® - e m mj® ". 'x ' M r9 @ 9 9 O y meg•p.9 M p m O@ @ 9j m 6:9 9 @:B m m:O 9 O@ m m.B®6 m•6 m O m t9 ID 44 � I ry�w 1^• �•' 1 • i i m@ 9 9 5!6 0 0 9 9 6',@ B 9 9 O,6 0®4 O O 6 6`O ml 9 6 0 0 O O @1 @ O O m m@ O � .� I a � 1 i l y I i ^I 1 � .-• J j 1L I n P r Q r9S 9 I(Y @ 9 -n-.r ml 4>�v T 9 Vm'l 51 6 9 5'Vbf II6T IBfI 0 P 9 r3I f�9 t�f�l'w n m m W mi Ip a Np T^O Y O l N 1 �H I �iIJ W N N M UI U]Il]Ifi ap.aO a0 Y]N 4i N�to a0 i(1 Vl 0 T,n aA 0'YD a0 ISI P W Q+W P W VJ ICf�I 4)tU ml tD J� iT I OY UTj n Ul .-r 9 fir"].. �i n®m S T vi®N d�S 1O^l�I Y@l aM0 Uml Uhl aMp 9 T @ MIM YS m®O 6 1[W9 H aO T T N O T il T 1�N•-•rA M 4).ap v�n N N a0 N�O N-+9 0 m@ 0 9i N 6 U)��.T N:.•P!O W 9 ti� I N IlI a0�j 1�M M-.ap M Rl a0 aD:aO rp 4]LfJ 41 Itl'.A a0 11'I'L')6 Ci'n t0 W'0 t0 n�P W cL:T W t�G V1 4'I I[l to CI 4L � I SBO 99IIS9 u)OO- 9- 990596'99 O�9 99 BO9'.956�:90�9•99'9 @5 X991 G1 j I S66`W+59 Wm OtcdS 6Sm h966 OI969@6m.SS 9^�^J'16O 9-@90 O9itiU 1 ' � I YR:O 9 W9n'1I1 SI 9 9 1 9 9 @:@ 9 @I B 9 6@ 9@ 9 9 O m m m 9 6 9I•9 O Wi 9®91 p m+y 6 9 mi fg l �.-. �Q+N �r{f'• D i•J T W.Y m N N M N 6;�•:U 6 fD NT-W 0 9i - g-s ..NI w.�-..rl.�-..�-. w.. .-r�•...� 1...-..rl.-r_w.n,...�-•._.w_�r•�1.ter w_.. .w I 1 rB GI' ..NMIvh a0i t� N Mi mm-g oI•D I`TJ T q ori v' rp nlmT®I-•fV M,P 4'S t�W T �� J 11'111) t9d^i t0 Vl:OI aD W aA.Pn n nM1M1(�IP m WIw@N g;[0Y9 W m W W Ot OY QY�TOS OSTy _ w w .a w w r�.-•.-• w w..•�wi.^..•�i t� f ...i•+ .+�..•w Z j b O6Y9g999Oyg9 99 0 996y 9690 69959999�b®g 9 9 9 9965996 p p �9 9 99 - f s U ± 69®@@94996@ 9 99 @ 69999999 999995909 Z9 9 9 9 e@ gd9Z 6 99 5 9 989 I t m 9 6-q p 0 9 9 p m 0 9 9 m 9 5+5 4 5 9 8 9 9 9 9 b 19 9^9 i1 i - i I 1 9+ry9O9d9 9 9 6 O© 999 9959 9 y99 999999999 p 6i 6 9 9 99 g 9ByZ 66r9 9 9 9 9 9 1-: (V(U(V lU N N N N w It; ti N Nci N ti(%I tyl .Na y a6 t,J Cd c4 N. Z r r N 1Z 7`n i�j t�U L w V h 1Z n h r r r.: A N•�N V 9 @6@ 9099969 99 O9g59 9996 9099995@998 99 6 969999 Z 99® S 9 9 95 6 95P Nu]NM-+.-+y O'+ W 9 9 y0nJ(+a m tO N rL•�J m9M Lt X99 9 n �m^.-:0 -+ rr N vR Oam ' ti B 94'1.P-+N Ot 11� h 9 M1 L .-� aOMN-�� 9 9�aV•AN y.9M�m m Qt v �ru) zz J ti .^�'IH h. 1 U]N Ll ID N N tV N 47 Y"1 N N Yt N Y]N U7 y]Ut 47 47 N tp n Y] ( Y)aJ 6 U)Y]6 ]6 U)Yl Ln uq LU 4]Yi Y .O tp tz^u]U]47 Y]4'i ��� 6�Y 6 9@ 9 9 g@ 9 q^@ 9 9 9 9 9 9 g 9 g g 9 999 9 9 9 9 g 9 y@�' -9 9 9 9 S 5 y N •� 9 9 9 5 } �� { .^r 96+9.6999999 S 596 @095:999 3 95y 999599'4 Z 9�9 9 96 6'� y 9 S N�"v:99 ¢ ! 1 I � 1 6 9 qa 1�N N iU N-+.-.�J n � 6 9 9 N Gl rD a0 4t-+4t d nJ rp 9 @ 9 �'•J m r m r•+9 4J a]M... r. a�J ayt(*+m ? i Y7.p+P�to' r �(7 9 9 -+ C•J .+9 5 tM1J Y+ �9 9 9 Y My 9:'I tla® 4t^ t i_ I !e] 9 L]9 V]:L•+V]+`•Y 6 9 0 0�rD pt 9 f�` 6 m psi'til c^y 9 uJ Y7 Cr 6 6 Yt m�]L']6 .:'9 i'J M Ny rfl 16 u]u]N tD N Ifl u�N 4]UT VI 4l Ut U)47 U7 Y7�D ul Lt Y�Y7 d�6 Ld U]47 0 u1 Y:W N ui:D A 6 rJs Ul h.h lD 47 U'7 4t 11 I � f rn I 4 Z71 iV v a J M 41'D w N 9-++JM M 47 U1.1', lr 9.++V f71 47 to r m m S..nJ 40 99 @89gg99 .+NnJ:J a1'.J•J 1 V nJ fit+;MM M M �]MM S.YS¢v vv QTS 47N 4: J:v .J N(L•N N 9J(V nu(J N nJ+U vU r�,v r~iJ,V nJ n!t •�J nJ a�J n I J.nJ n .11nJ nj N nJ l:U nJ n nJ �_�V .J+J 4J L:L nJ •V N n 7 7... .... ...... . 64 146 6 --N--- --------- .� 2 T W� zz- 6,6'Ti �6 Ili ot N 8!q ,mmm mm6i9®�99 99 Wm 9m - m9 m61 ci 'M 0 7 9 kvl 9 PI--- Ili Cli Ili It It 15t ll�1�is F-I A M- It It ff --w ui 6� n n n 6-- @ @ ——————————-—— .... . . . . . . . . . . . . . . . N 1'11100 rC 0 m eg—w o'n r, D 0-9 NMS cu w w(u cu cu uw,cu 2 cu NO�gm.co w w ql 0 m C—P 0 m m 0 0 0 ep�p Z, N W cu(U cu N cu N N N cu cu cu of N oj 2 N N N w N w N w N w N N N w N w m m 1%M . ........9 9.9 9------I "i A 6 !s Z 6®® Nw R9�� 99 Om+ 90 A AOA 0099999 999 009 A 90000909909 0 999 9999999 —————————- ..... — 11yy 9. -k -T ------- Is !,Ej ui":i m r O In Yi r-i ri r r r r i*Ili 6 i Z 9 6 -t 7-4 -t",7 ——- ———————————————————— ".J.11 J1 ®9 IP , 1 - 's'.7 z r�:r: iz N Z. i;F.i�@•z @ i; �i; �� --—————— ——— . . . . . . . . . . . . . . . MMM W CU w oj v m Mmm, 11 C,11— N"I 'D I MMMAM m mn I 2 ®N.. d8 ®m99tl:1999.. m999d9m999d999d Md` ^6 8mm 9m�Om 99 1mm@99 W-(..m. ®m mm9mmd mmm m9d9@B®B®9m9mmm®m9--.6 im9999®9mm9m9mmm99 QM@ m999m®®99m®ma m®m9 B9 969 m�O m dd J B®W 6a.gaoo 9.9 m m @-m99mm®9a I r -(�-N MJNN NNVJN4]4�NNUINN NNNNN��NNNN IN NNNmO 1�mmB 90®00®m9 I®6m.J0 .Iv t �4 •tr Q •0-�'V<a'�• w•R v � w S d'�Q 4]9 U7 Ul Ul Ifl �Il]U]11'i Irl Ill VI Iry N Yl I 1,^m:- 9m mdl Om @m W @6 ym m90 m @ mm@ 9mbi m mm0 9@pm @96d m®�9m m0�m9 �I I( .-. r i r .-. �.1�mP �4 N' 8m�9mN OrPM -4 Omm9mIN�lOm N�9m999m99�@M 9WPr@�p hO U! 1':i h. N M ��W h h h h h a p N N m N 4'J N N W W-.N Y7 N 1��d v m•S v -w N P m h v P h N m d f O v h^ P m m M1 M1 h }h h m O 9 h t V h m r h h m 0 Iti h.+M 4)N N N N In v0 10 V]N W N N W IC W n U2 U O[U O g t_~f__1 i h M1 O^m W 1�j t`h I�t�1� 9_5+^J!9 h`h' m 1•-I'�1� m t�h IM1 11` 9 N IfJ lil Ul 4'^l If{ Q a i•_ It II � � ! � I i 1m• 99�9•m9Q9'9 m�Ar 1999 9 999d�99mV] i9tvf99F�•9999F99@9 A-CP. 9 @ @m9 mm@ 9 919 99999 m 9 B 089 @ 99 @ ti 30 89999 S@ y m F 9965@9 m M. H .�.OT Om mmq 00 9@ @® m0 99996@061®00999999m99 S'�9@�99r m@mm Eo u)G+m�rnN 99om I m�..mM �m s9a.__-' - s:v_mnso s •:o r .Nm..o @ 1roUpP u�i.. 999 r1 Ili W�i^1�s Nlr.%m w iri ryry 99 acM1 :uP u+m mYW-1 i% ly M UU1pp11...NM C m'L-M1M1M1®M1 I N 9. 47 O N W W N N I!]N II)T llllw-S P OM1 -+PNNO d ' .n(� 11 L�•'.!}i�®4!W N M1 N�N r 1 j O O a�t�iy 1�®1�t�1�t�m m l�1�h i�m .:U�IfJ Irl U�ICl 47�e.l Ifi 4].p Yl Iff tD.O a0 1� 10 Ii JJ�t1 I II ! I _ _ -- M NNN'U N ."J.NwN N N`N.-vN..a MNN�JNNY V.yzN V V . V.� V q=g ... .._ ._ m41 O 'N M1 N US h-m t3'1®r Nf+�1 N'a h m0,9.-I MM S L7 tL t�®01 f9 N MSN[Dice-m Q1 9.+NM.3-U740 f-co J2 N4ZN W.OmtO W W W tON.IJ fah M1h(�hh M1hm mmmm co m m mm PPP PPP m mm me;; 99@9 6 F.. t MM-M MMMMMMM ,MMM-MMJMMmmim MMMM MMMM MM M MM M,MM MMM t�7 MM MS.4S dS SSS S i I z �..�9` mffi eso` 99 99 9m mo 9,mmgo99.9991mo form .. I ;�..I I it-'9y ao '®"! ffamde9 m99O 9.a9amm9m 9�-.- {-•-�--I I - - ~ 18. 5® ^®6t990tD•b114 10•d� m 99 '�,N� In N Y'7 Y"D L N N N Vl N N Y9 N N 119 Y7 N N U1 N N N y9 N 9 IA - 1 N N N N N V N N N N N N N NI NNNNNNN N ��N I rZOi II �T�; •vt.' �, �� _ � I 1 I I it �® 9ffi ®m6�9909995999 a mi 95mmm99 99P 99-•-•9: � -Il-� I �w I.-t .•l.-. i w 1 -• I M N-. N U-]till ,I S.-. Ol 9 S•O 9i 9O 9.L 9: d m i�Y�'1 N T T�N 47• ^S M M G 9� m 9 0 1••� fJ l 6 9^M1 9 f 7 m N N m m d 1'9'1G M M ri+. rNr N1�S N�dP{ ui VW NM M-«P B 9S 5 f t19 tfU i!1 Y]Y)Y� I 1f1 N N Y'I N�Ur'f Iff S I N�w N M'2191 2 M® E V 1 W 6 Mi•] r DO M1rNN ' Q T t0 Vl'Iff L7®^� Yl U]N N Ifl to U'a L"J Y'1 1(l N Y'•I N h N N U]N M S r•-ry (OyL 4.l� ��� (- �•-•� � 15{,9996@Z9�N m�m mml � � I I Lq i�95�e9 ffi..�9999999 99® 9yFJ 999555Y9NNNU:9 1 951 a 9 b A 9 m 4 9 9 9 9 9 9 Sim 9 j.. 1 + +m 999 951 i 1 � � ® mOm Om�99®99999959999599 99N59NN 9• � 6 I SI I i7 Ol u ofu m V,S N IfI M 9 M 5 C3 U�9 9 9 S N M g �-•v M 9 N M' rWi G 1 f0 IA by N try Y9 til Itl 1]Ne i In N N A tf N Y9 Yl N N N Yt N 6 U1 S 9 m 0 6•�D: I -,. m 1 tt7 I { I lV r a9 N 1 Ol "NNNN N NNN NNNNNNN N NN 1 N NNN NNa1 N NS-. ...ym' ' L: P .r d S.S.•.`...P.-S+S S`S d..=:S-V•:v .! y n .r.T 9 �i�.�1{�.� ! yN..�.N.•N�N 00 A W'+a N M_-.T.t 1..f1-.In r m a+m N f9 d Y9 tf]�m 01 9 N M S N W r®V'i 9.-•N M NN NNN�NQ:N�MMI'1MMM:`]�f^,f)Pd d d �. J.'• P S d d G•d d S S d S S S S d 3 d v d S S Q v S S 1 S S S S d S . p MURRAY LID Footnotes (1) Trip generation estimates based on "Trip Generation, An Information Report." 1983, Landuse Code 210 (Single Family Detached Housing). (2) Trip generation estimates based on "Trip Generation, An Informational Report," 1983, Landuse Code 220 (Apartments). (3) Trip generation estimate based on "Trip Generation, An Informational Report," 1983, Landuse Code 210 (Single Family Detached Housing). Rate 2.52 trips/person used with 2.7 person/unit for duplex. (4) 437 is part of LID Lot #390; subtract area equal to 31,650 square feet of public right-of-way and 7,975 square feet of slopes greater- than 25%. (5) 438 is part of LID Lot #390; subtract area equal to 67,950 square feet of public right-of-way and 25,740 square feet of slopes greater than 25%. (6) 441 is part of LID Loi; #390; subtract area equal to 27,165 square feet, of public right-of-way and 7,970 square feet of slopes greater than 25%. (7) 440 is part of LID Lot #390; subtract area equal to 8,225 square feet of public right-of-way and 3,070 square feet of slopes greater than 25%. i (8) 442 is part of LID Lot #442; subtract area equal to 2,100 square feet of public right-of-way. (9) LID Lot #351; subtract area equal to 700 square feet of public right-of-way and 210 square feet of slope greater than 25%. (10) LID Lot #352; subtract area equal to 1,860 square feet of public right-of-way and 830 square feet of slope greater than 25%. I (I1) LID Lot #349; subtract area equal to 800 square feet of public right-of-way. (12) LID Lot #303; subtract area equal to 4,000 square feet of public right-of-way. (13) LID Lot #391; subtract area equal to 650 square feet of public right-of-way. .. Ct (14) LID Lot #162; subtract area equal to 1,650 square feet of public right-of-way. G x F E i r (15) LID Lot #161; subtract area equal to 345 square feet of public right-of-way. (16) LID Lot #160; subtract area equal to 1,305 square feet for public right-of-way. 'I— (17) (17) LID Lot #11; subtract area equal to 3,300 square feet for public right-of-way. (18) LID Lot #3; subtract area equal to 1,000 square feet of public right-of-way. (19) LID Lot #10; subtract area equal to 1,000 square feet of public right-of-way. (20) Lid Lot #8; subtract area equal to 1,000 square feet of publ-ic right-of-way. (21) LID Lot #9; •subtract area equal to 3,000 square feet of public right-of-way. (22) LID Lot #7; subtract area equal to 1,500 square feet of public right-of-way. (23) LID Lot #4; subtract area equal to 1,300 square feet of public right-of-way and 10,345 square feet of flood plain. (24) LID LOt #5; subtract area equal to 3,550 square feet of public right-of-way, 56,465 square feet of flood plain, and 2,550 square feet of slope greater than 25%. (25) LID Lot #2; subtract area equal to 1,245 square feet of public right-of-way, 280 square feet of slope greater than 25%. (26) LID Lot #I; subtract area equal to 30,500 square feet of public right-of-way, 218,600 square feet of flood plain and 4,000 square feet of slope greater than 25%. (27) LID Lot f6; subtract area equal to 1,875 square feet of public right-of-way. (28) Factor area for LID Tots with R-25 or R-12 zoning is based on 15% allocation of gross area for public facilities (see Tigard Community Development Code, Section 18.92.020). This would be applied to those lots that would support 3 or more dwelling units after the area is adjusted for "subtract area". (29) Factor area for LID lots with R-7 or R-4.5 zoning is based or. 20% allocation of gross area for public facilities (see Tigard Community Development Code, Section 18.92.020). This would be applied to those lots that would support 3 or more dwelling units after the area is adjusted for "subtract area". e i f I ` (30) 438, part of LID Lot #390, has residential density transfer of 4 units. Allowable area - 25,740 square feet (slope), 1,480 sq. ft./unit, cannot exceed 25% of max. # of units (Column 9) or F 106 units. B (31) 441, pa rt of LID Lot #390,, has residential density transfer of 1 unit t Allowable area - 7,970 square feet (slope), 1,480 sq. ft./unit, cannot exceed 25% of max. # of units (Column 9) or 4 1 units. i (32) 440, part of LID Lot #390, has residential density transfer I of O units. Allowable area - 3,070 square feet (slope), 1,480 sq. ft./unit, cannot exceed 25% of max. # of units (Column 9) or 46 units. (33) LID Lot #353 has residential density transfer of 0 units. 1,480 square feet minimum lot size, allowable area - 3.070 square feet (slope), cannot exceed 25% of max. units (Column 9) or 9 j units. (34) LID Lot #5 has residential denisty transfer of 5 units. Allowable area - 56,465 square feet (flood plain) 'and 2,500 square feet (slope), 1,480 square feet minimum lot size, cannot exceed 25% of max. units (Column 9) or 5 units. (35) LID Lot #4 has residential density transfer of 1 unit. Allowable area - 10,345 square feet (flood plain), 1,480 square feet minimum lot size, cannot exceed 25% of max. units (Column 9) 4 or 3 units. (36) LID Lot #2 has residential density transfer of 0 units. 1 Allowable area - 280 square feet (slope) , 1,480 square feet minimum lot size, cannot exceed 25% of max. units (Column 9) or 8 units. (37) LID Lot #1 has residential density transfer of 37 units. Allowable area - 218,600 square feet (flood plain) and 1,360 square feet (slope), 1,480 square feet minimum lot size, cannot I exceed 25% of max. units (Column 9) or 97 units. i (38) 437 is part of LID Lot #390 is zoned neighborhood commercial.-. f Assumed ratio of net lot area to gross leasable area is 23%, then i gross leasable area would equal 49,021 sq. ft. Trip generation rate for the size of the shopping center is 98 trips/1,000 sq. ft. (39) LID Lot 166 combined with Lot 165 to form a single buildable site. (40) LID Lot 167 is combined with Lot 168 0 form a single R buildable site. f 1 I (41) Minimum Tot width for duplex is not met. r (42) Subdivision covenants allow only one unit/lot. i (43) Future street R/W. (44) Unbuildable tract of land. s (46) Combined with LID Lot #164 to allow for two lots on Lot i #164. S F t (te ` SSf E r TM x a Sonct ity of Contract _ - { Yg5 ��p g`�p�V ry�y y�ryp� 10720 S.W.Beaverton-Hillsdale Hwy. P.O.Box 17II9 97075 Beaverton,Oregon 97005 (503)843-0650 January 16, 1987 Robert E. Meyer Consultants, Inc. Attn: David Sandstrom 9805 S.W. Griffith Dr., Suite 1.00 Beaverton, Oregon 97005 Dear Mr. Sandstrom: We enclose a list of owners, mailing addresses and property values on the properties within the boundaries of the proposed 135th/Murray L.I.D. Those which have undergone a change in ownership since the issuance of the tax roll are keyed to the attached deeds t+ew owners by a red number in the margin. We have attached copies of current tax maps to help you locate the properties. This report is furnished for informational purposes only and Stewart Title will not be responsible for errors or omissions in it. If you have any questions please call. Sii cUc rem?,y1, Dough Tit ewes Tixaminer DL:nnd Encls. P.S. Please note that the effective date for the information provided is January 7,1987. 4 I F 4 s _ A LL- t � N I N N 1 F' � + �p.. •�—� N ��� ��' � m e' K� 14 m x Ii I o CJ o I F �4 Zt t o D ionYr �y as.aTt ttt tit ata a t t t'rtr t a t r.t 7 t r t e r l w�. 3_t_ tT1TTT[mTrf 113pi r1� T!{LI�IIa�I!!��I�n��llll�It�l�r�titk il�tll(aplaitixh�ila�tlt�rla ah a!►ftl��ala�ala�ilt�tt�jalt T y _ --�: . NOTE: IF TNIS MICROFILMED �: __.-.._.... Z .� _ - rj 7d - 1! ? .. DRAWING IS LESS CLEAR THAN ,. I TIE _ THIS NOTICE, IT IS DUE TO Y OF i}E ORIGINAL . DRAWING. OE 6Z 9Z tZ 92 s2� oa C2 Z2 12 02 6I of LI 91 `-5f bi £1— Zi 01 $ if aatsiaduusnnhtaasoni6Wasaurlpasst MARU'A - _ _1 �:�.: � 'r�:r. \ rte'.�5�` •' s x_ r a -T—,—� �1 �`\\\ °�� �- • —j.�. t � � iii Li r - -- I . A ;• I 1 3 i ul i ull RECEIVED F \•::� y CITY.Ut UG�iRO w�ELtMi �( S - s ,, wTs: N'`IINI�IIIIp)I I❑IIID 1 91 1q-i'Iplgl I ql l ql�q�1 Ir I Tfl)TJ�I m l IP_C'.Ir�1(T(fl�01 1t__171 I{I I I IIiI IIIIf lFIII Ill IIIIIII(0 , I it I 1, _ , IF TN151FLTOFFUo 2 3 4 5 s j e '.nr. ..�•„ ,, �,. -._ .,• - owrFw is{sss TIIs WT M.FT is DIE ro _ _ .- QUALM of TIE MIGTNAL ..._. - Ar m 12 82 92 62 C2 ZZ 12 02 6T BI_.LI II 01 8 8 L 9 -L mdmdnnLmhm6w i 1 --- - _ 4 � # . t �_ - �T 4 } i a - W �Tt"•a' F' H M: ui Et111.G1�.=G c�:��.: e�♦�� �`-'�/.:T!a.1-�JI.� �y LCL � 1= } • rVpP gglP II�IIP nl IP Ip ql IP ql ql 171 m I m m 1p qI IIT n III III 1 1 1 1 1 nl1 1 1 1 1 1 1 1 1 1 Ifl 111 1p Ifl 111 1 1 111 2 2 1 1 111 1 1 1 1 111 I I/" __ i� r I ( �R.t I r I I ( .r..� m! r � r. � r 9 I__Il�f�fq 11j1-rlll�f( r.l I I SII Jf ll� 11111 �11`��y{ ,. • ' lore IF T S xICRDFIMD - - I Z 3 4 5 B 7 8 B rO I I 12� UxA1w is IEss CLEAR 1xax Im nismm I AW _ OE 62 B2 42 92 S2'f2 -E2 ZZ IZ 0261 91-_-LI 91' Sf rlEI ZI 11. OI B p C D S Y f Z 1� In1lnulnnruuLxdxldlx161uIlIwI11D61phr11 I{ 11 Ln L i�u dl n�nul�gll MARCH' 1,1990 y, - __ - _ __ Le D31 .rig NOTE: IFTHISMIMFIMD 7 B 9 0 I I IAM OKAYING is LESS CLEAR TRAM TNm NOTICE.IT is DUE TO TIE QUALITY OF TM ORIGINAL oc 82 BZ LZ 9—Z52. v? C.z zz-12—ca—et 01 LI 91 Sf *1 fl ZI 11 01 c z I ............. -- MARCH -7— f L a 7 t 0 R . s t s f 3 7r T, J • � _ '�.�_ %{'yL tin^, �_ +-.- i_•n ... 117 I 1 ,' I I 1 1 .. 1 � II I' I w max. Ul — �i { 111 I ! f h 1 - Ji (��(•��'(( >_'�J A:.-A KX`r:l J f`'t�r�— —_ T t I I I �L11LDI�1G EL�VATIc�i�S �� _ ,. .....-»..+-.-.n+r.-...r....nrn+-.m�yr.:.:..m.x.mrw...+•...-rr .. +n.n-:..n...-.-�....-m..m..._.... .—....- .�.. p�l'1'ITl'1'1'I'l'I'1'1't II�Itllltltp pl'I't'I!I11111fillmilmtln l'ILti Iip IT]nilly liplyningrtr�lllllllhlltlll)II!�IIIItPI!Ultpllpl glitl'f gtlgtlqtttpltPpPltlqt { 3' - NOTE: IF THIS NICRTFILIEO 1 2 3 4 5 6 7 8 9 0 It IAM owwllc IS.IT IS DU TM TW NOTICE.IT K OLE TO . TIE W>•E3TY OF i!E gtIGINM. ORNtiNC. .-. .—_... _. 'i OE fiZ 82 12 0Z S2 b2 EZ ZZ f2 02 BI 81� LI-.91 �-Sf� bt EI- 2; 11 OI 6 -i L 9 S b E 2 mdnuhntLtn6tnl udxtJlltdlutlnn4lx�llulu w 1, 2 MARCH QQ ,V I. 9.1990 - f r4- I:i 714 7<�3-' i TDI 14� MOLE: IF ISMICM � FID "IW is THIS N=UALllMTY'OlFT 4S MMIGWML OWIM. ol 0 a 1* 9 9- A, 2 1- --------------------- ............ MARCH '1990 f-- L 11111''............ ,j i i I 1 i az S r � � 1 1 + S SW SHEFFIELDL :n I i I1 1-0 227 1 � � A 225 226—y I / i 1A 222 za9 z W 0 <9,fF 220 21 as a 6 26D _ 2F Q9 219 2iP 211 2 los 1 2 i SW BRITTANY DR. z10 3 204 zss,} a e0' I 2}9 N 25a 299 ,I, 23, 20G JOU "1 4��e I 216 21T 216 21i 2]6 LL 2a0 2D9 20B 207 252 253 29B 301 1 = 5 g4B 250110 °$ 2a2 2aB 2a9202 L./.O BOUNDARY 460 OP 294 29N P BLIMEoNARyo ON re�eneNFROM MURRAY B4/O.L.LO- /0 SW ASHBURY LANE5292FE9 itlas3a5 L.YO. LOTNUMBER 111 , se ss sa s} sz2a4 g`B z91 P R I N T E D 162 209 2So ROBERT E MEYER CZZ*111;v:Ts,OIC. Robert E. r Consultants. " BY DATE CITY OF TIGARD L. I. D. BOUNDARY MAP of ERgmoelG•PIdRRer9•sDireyore 13125 S.W. HALL 1 . +eos svLG„w1n D,.e 135TH AVENUE / MURRAY BOULEVARD LID 503)640-7 O31 9)005 TIGARD, OREGON 9722$ FILE 1548-00 REVISIONS DESIGN OA.A. DRAWN RA.. CHECKED o.F.s APPROVED. SCALE/'v/09' DATE FEB/997 DRIYG.NO.7552 - r . _. �19nry'Hpn�mpnptpn��11vv11Ig1n11njlPlllipli�mlmpllHllEmpi .1g1n�1.1 l'I9RI�nIpnPRplynlpuppinll.Iglnl,l11n�1np111111'PNPnpv' _ . ..^.<._ .—.....,- _. I� 1r 1Hn iucP 2 3 A 6 8 7 B 8 0 n ' Ot K Cd--S K L2 • -C2 LS 12 02 GCI LI i7 . CI dl 11- 01 9 S G MARCH I °� ,1990 5 = 3 = - _ _ jy - y1 11 {jki� — ' .. s atfa2..,a -'T Nv> - s t __.` . I ._.__. ,... .<s• .. .,..- -iii w• \ J9ca LEGEND ..- ---� —� SW WALNUT ST.L/,O.BOUNDARY /PRELIMINARY ONLY . I'v°f TD BE llsE1 10:'.ONSt RU1r10R ������ L/NE SEPARAT/.t'G/,95 r�'A✓E L./O LOT NUL. FEB BGY1] ��_ s� FROM MURRAY O. /.O. Jas L. k9 p E /.O. MBER <yG '.AO�E1T E Ciii:,u.,.uu.1�IIS,QIC. T Robert E.Nfig Consultants H°' By DATE CITY OF TIGARD Engineere-Planners•Survayora L. I. D. BOUNDARY GAAP 2 OF 4, <Bas S.W Gnli„� D.Ive 13125 S.W. HALL- Beaverton,Oregon 91115 TIGARD OREGON 97223 135TH AVENUE / MURRAY BOULEVARD LID (5031 6a1.151r 1 FILE 1 548-OQ DESIGN GA.A. DRAWN R.A.f CHECKED G.H.S. APPROVED SCALE/”/00 DATE—s/9B7 ORWO,No.7553 REVISIONS WIN .- - i - �Inplgrlgnq,ly err/�yellllpernanq!Ip1PpP(m�mlrtyNlpu�IR(ngnrL�iupnln9nr�ngnlPnrgllnlpllpPYNIInIRrINqNr 7 e 0 if ",go viume ne WAUR3z a az az-u`u-sz-"•z ¢zz iz uz si bI--LI al 9- • c z -if of s a c s ♦ c .�Ir cud Iw�mlro 2 - j. _ _ _ 5. — i S W i35 rK AYE - Y v GROOS 220 1Z, 210 ^~ -u^�s —. �. v ♦ al , J ^Z. ' �,� _. _. _ .210 41 it �ElrY691? /75 5` 00 a N n� V EXIST/N6 GRADE a� 8L zoo $ .I 190 - - {eo n 470 7 a o ✓.or h ac�r z.: : -.$ W a I $ h /.FREUMINARY. ONLY —� 160- p aaGKtlP✓C:/ QW rI..:.�hh..daI—twuvxC $ I •so1 '�m 6E fE5E0 lFCR n i 5 UlsCo I6o P RI N.7 EIpi+oo 30.m: ss.00 iIDN, --- d0-ui AR bert EMeyer C®nsultants No 6T DATE CITY OF TIGARD S. W. 135TH AVENUE of En9ineere•Plannars•Sutveyo,s 3 /A .BBB s.w.0.Br1n Dlve 13125 S.W. HALL V °� ,143, 9roos TIGAR® OREGON 97223 135TH AVENUE / MURRAY BOULEVARD LID 15031 S43-753t 531 � FILE I riQB-00 DESIGN",L DRAWN AAF. CHECKED—4, APPROVED SCALE DATE LE9 /987ONWe.NQ.]§§Q REVISIONS --r � C t I t I I I I I1.1 f I>T`'I Iml D.p gngN9..II1vingmJNgllqo'IN,pnpuptv,Hllnlnllmi'nJJ npol i I 1• .,._,. ... ...... �.__. .. wrz: a vre•,nv,uAn 1 2 3 Q S 6 T e 9 a.—W --T , �eu 'oft 2 It Y _ _ MARCH' - I ____-----.��r 8,�,�990 _ _ '�'m 1 _ j Tit et ^ TM. ^ / s♦ti SW.t ilme y BLYO � �fr'.•f A: rA.'..1..v r }.E!•71Lh" PL AN y'• ;� r- r:J-J...YS SRJs-S A NJ:,f-, l.' / r OL t a. `w � fi �.•c.��a.-;vc cRA�e _ tel'' .. /PROPOSED GRADE zo h I 210.. 220 210 V. /,PREL1h11NARY ONLY .: . .. I I_ _ — _ ' 10'OD _ ...: 'P FEBY.-.:.Pii�<xE 3o.00 25.w :20�o15T _ Robert E.ft-yer Consultants NO. BY DATE CITY OF TIGARD S. W. HURRAY BOULEVARD of Engineers•Planners•Surveyors /� AV 111, 480 &K-11-1h Dnw 13125 S.W. HALL 135TH AVENUE / MURRAY BOULEVARD LID 4 TIGARD, OREGON 97223 . 15031 BC3•]831 FILE 7548-00 DESIGN AAA. DRAWNR.AF. CHECKEDa APPROVED SCALE 1'+/00'NOR/. DATE RSB IS87 DRWO.N0.7$$5 REVISIONS '=/0'✓ERT fvlRgnyl11111'14'pPI!P�IPIg11nIRnlllglpl'RI'trliDlmlNlplgNgnr�ngNl�IupPINqmINyN!pH11HIIUINIpIItNIINIPI�IInpuJ�nplq I t H�Ng..... TMD �o 2 3 9 5 6 7 6 0 O 11 --I IFs raw I ' Oc 02 02'[Z 0i Q-K CZ Z2 7S O2 e!•1�-LI •I- f)'�YI CI_ii 11 01—a- • t-_V -s • c 2 1 ' ' _. -'.aLlnkaMand 3