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15-104753
C*EeSe NW Inc. i Civil Engineering & S»rveyino 310 29TH ST NE, STE 101 PUYALLUP, WA 98372 PHONE: 253-848-4282 FAX: 253-848-4278 Lot Closure Calculations for S oundview Manor D T.:. 48745 ���' ��'Grsx��• 'tom RESUBMITTED JAN 15 2016 CITY OF FEDERAL WAY CD5 Parcel name: 1 North: 7365.8135 East : 12415.7602 Line Course: N 77-53-07 E Length: 64.26 North: 7379.2997 East: 12478.5891 Line Course: N 66-18-00 E Length: 122.48 North: 7428.5303 East: 12590.7394 Line Course: N 23-42-00 W Length: 55.00 North: 7478.8917 East : 12568.6323 Line Course: S 66-18-00 W Length: 180.00 North: 7406.5411 East: 12403.8130 Curve Length:16.09 Radius:25.00 Delta, 36-52-12 Tangent: 8.33 Chord: 15.81 Course: S 05-15-54 E Course In: S 76-49-48 E Course Out: S 66-18-00 W RP North: 7400.8451 East: 12428.1555 End North: 7390.7964 East: 12405.2639 Line Course: S 23-42-00 E Length: 13.03 North: 7378.8653 East: 12410.5013 Curve Length:14.08 Radius:226.00 Delta:3-34-08 Tangent:7.04 Chord: 14.07 Course: S 21-54-56 E Course In: S 66-18-00 W Course Out: N 69-52-08 E RP North: 7288.0251 East : 12203.5616 End North: 7365.8074 East: 12415.7547 Perimeter: 464.94 Area: 9,753 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0082 Course: S 42-27-45 W Error North:-0.00604 East: -0.00553 Precision 1:56,700.00 Parcel name: 2 I North: 7326.4351 East: 12426.2802 i Line Course: N 80-22-46 E Length: 197.57 North: 7359.4535 East : 12621.0716 Line Course: N 23-42-00 W Length: 75.44 North: 7428.5311 East: 12590.7487 Line Course: S 66-18-00 W Length: 122.48 North: 7379.3005 East : 12478.5983 Line Course: S 77-53-07 W Length: 64.26 North: 7365.8143 East: 12415.7695 Curve Length:40.82 Radius:226.00 Delta:10-20-51 Tangent:20.46 Chord: 40.76 Course: S 14-57-27 E ! Course In: S 69-52-08 W Course Out: N 80-12-59 E RP North: 7288.0319 East: 12203.5764 End North: 7326.4356 East : 12426.2895 Perimeter: 500.57 Area: 10,188 SF 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0093 Course: N 86-56-02 E Error North: 0.00050 East: 0.00930 Precision 1:53,824.73 Parcel name: 3 North: 7275.4826 East : 12429.2185 Line Course: N 87-59-39 E Length: 184.86 North: 7281.9529 East : 12613.9652 Line Course: N 05-59-34 E Length: 65.64 North: 7347.2342 East: 12620.8182 Line Course: S 80-22-46 W Length: 195.56 North: 7314.5517 East: 12428.0086 Curve Length:39.14 Radius:226.00 Delta:9-55-23 Tangent:19.62 Chord: 39.09 Course: S 01-46-43 E Course In: S 83-15-35 W Course Out: S 86-49-01 E RP North: 7288.0264 East : 12203.5706 End North: 7275.4774 East : 12429.2219 Perimeter: 485.20 Area: 9,773 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0062 Course: S 33-41-09 E Error North:-0.00516 East: 0.00344 Precision 1:78,258.06 Parcel name: 4 North: 7228.5736 East: 12421.6057 Line Course: S 88-25-46 E Length: 186.29 North: 7223.4678 East : 12607.8257 Line Course: N 05-59-34 E Length: 58.81 North: 7281.9564 East : 12613.9656 Line Course: S 87-59-39 W Length: 184.86 North: 7275.4860 East: 12429.2189 Curve Length:47.61 Radius:226.00 Delta:12-04-13 Tangent:23.89 Chord: 47.52 Course: S 09-13-05 W Course In: N 86-49-01 W Course Out: S 74-44-48 E RP North: 7288.0350 East : 12203.5676 End North: 7228.5772 East: 12421.6061 Perimeter: 477.56 Area: 9,730 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0037 Course: N 05-53-13 E Error North: 0.00364 East: 0.00038 Precision 1: 129,072.97 I Parcel name: 5 North: 7178.1183 East : 12401.0391 Line Course: S 88-25-46 E Length: 201.52 North: 7172.5950 East : 12602.4834 Line Course: N 05-59-34 E Length: 51.15 North: 7223.4655 East: 12607.8236 Line Course: N 88-25-46 W Length: 186.29 North: 7228.5713 East: 12421.6036 Curve Length:54.62 Radius:226.00 Delta:13-50-49 Tangent:27.44 Chord: 54.49 Course: S 22-10-36 W Course In: N 74-44-48 W Course Out: S 60-53-59 E RP North: 7288.0291 East : 12203.5651 End North: 7178.1163 East : 12401.0371 Perimeter: 493.58 Area: 9,829 SF 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0028 Course: 5 45-18-43 W Error North:-0.00197 East: -0.00199 Precision 1:176,278.57 Parcel name: 6 North: 7128.3586 East: 12373.3433 Line Course: S 88-25-46 E Length: 210.23 North: 7122.5966 East : 12583.4943 r j Line Course: N 20-47-30 E Length: 53.48 j} North: 7172.5939 East : 12602.4782 Line Course: N 88-25-46 W Length: 201.52 North: 7178.1171 East: 12401.0339 ' Curve Length:5.68 Radius:226.00 Delta:1-26-25 Tangent:2.84 Chord: 5.68 Course: S 29-49-13 W Course In: N 60-53-59 W Course Out: S 59-27-34 E r RP North: 7288.0299 East : 12203.5619 } End North: 7173.1984 East : 12398.2089 Line Course: S 30-32-26 W Length: 29.54 North: 7147.7465 East : 12383.1982 Curve Length:21.77 Radius:174.00 Delta:7-10-08 Tangent:10.90 Chord: 21.76 Course: S 26-57-22 W Course In: S 59-27-34 E Course Out: N 66-37-42 W RP North: 7059.3287 East: 12533.0591 End North: 7128.3535 East : 12373.3356 Perimeter: 522.22 Area: 10,424 SF 0.24 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0092 Course: S 56-17-21 W Error North:-0.00513 East: -0.00769 i Precision 1:56,763.04 r 0 Parcel name: 7 North: 7077.7042 East : 12360.0393 Line Course: S 88-25-46 E Length: 214.21 North: 7071.8331 i East : 12574.1689 Line Course: N 10-24-53 I. E Length: 51.61 i North: 7122.5929 East: 12583.4985 Line Course: N 88-25-46 W Length: 210.23 North: 7128.3548 East: 12373.3475 Curve Length:52.57 Radius:174.00 Delta:17-18-41 Tangent:26.49 Chord: 52.37 Course: S 14-42-57 W Course In: S 66-37-42 E Course Out: N 83-56-23 W RP North: 7059.3301 East : 12533.0709 End North: 7077.7001 East : 12360.0434 Perimeter: 528.63 Area: 10,893 SF 0.25 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0058 Course: S 44-18-58 E Error North:-0.00412 East: 0.00402 Precision 1:91,141.38 1 ti Parcel name: 8 North: 7026.2219 East : 12358.6881 i Line Course: S 88-25-46 E Length: 206.13 North: 7020.5723 East: 12564.7407 Line Course: N 10-24-53 E Length: 52.12 North: 7071.8336 East : 12574.1625 i Line Course: N 88-25-46 W Length: 214.21 i North: 7077.7047 East: 12360.0330 Curve Length:13.64 Radius:174.00 Delta:4-29-23 Tangent:6.82 Chord: 13.63 Course: S 03-48-55 W f! Course In: S 83-56-23 E Course Out: N 88-25-46 W i RP North: 7059.3347 East : 12533.0606 End North: 7064.1037 East : 12359.1260 i Line Course: S 01-34-14 W Length: 32.46 North: 7031.6559 East: 12358.2363 Curve Length:5.46 Radius:25.00 Delta:12-31-00 Tangent:2.74 Chord. 5.45 Course: S O4-41-17 E Course In: S 88-25-46 E Course Out: S 79-03-13 W RP North: 7030.9707 East : 12383.2269 End North: 7026.2234 East: 12358.6818 Perimeter: 524.02 Area: 10,849 SF 0.25 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0065 Course: N 76-44-27 W Error North: 0.00150 East: -0.00637 Precision 1:80,616.92 Parcel name: 9 North: 6973.5184 East : 12383.6348 Line Course: S 88-25-46 E Length: 171.66 North: 6968.8136 East : 12555.2303 Line Course: N 10-24-53 E Length: 52.63 North: 7020.5765 East : 12564.7444 Line Course: N 88-25-46 W Length: 206.13 North: 7026,2261 East : 12358.6918 Curve Length:15.99 Radius:25.00 Delta:36-39-04 Tangent:8.28 Chord: 15.72 Course: S 29-16-19 E Course In: N 79-03-13 E Course Out: S 42-24-10 W RP North: 7030.9733 East : 12383.2369 End North: 7012.5128 East: 12366.3785 Curve Length:43.88 Radius:53.00 Delta:47-26-21 Tangent:23.29 Chord: 42.64 Course: S 23-52-40 E Course In: S 42-24-10 W Course Out: N 89-50-30 E RP North: 6973.3764 East : 12330.6385 End North: 6973.5228 East : 12383.6383 Perimeter: 490.30 Area: 9,676 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0057 Course: N 38-29-49 E Error North: 0.00443 East: 0.00352 Precision 1:86,015.79 i Parcel name: 10 North: 6949.9318 East : 12378.1698 Line Course: S 64-07-22 E Length: 177.14 North: 6872,6201 East: 12537.5482 Line Course: N 10-24-53 E Length: 97.81 North: 6968.8187 East: 12555.2295 Line Course: N 88-25-46 W Length: 171.66 North: 6973.5235 East: 12383.6340 Curve Length:24.43 Radius:53.00 Delta:26-24-25 Tangent:12.43 Chord: 24.21 Course: S 13-02-43 W Course In: S 89-50-30 W Course Out: S 63-45-05 E RP North: 6973.3771 East : 12330.6342 End North: 6949.9369 East: 12378,1690 Perimeter: 471.04 Area: 10,363 SF 0.24 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0052 Course: N 08-39-38 W Error North: 0.00511 East: -0.00078 Precision 1:90,584.62 Parcel name: 11 North: 6931.2368 East: 12362.7850 Line Course: S 36-58-24 E Length: 166.67 North: 6798.0816 East: 12463,0276 Line Course: S 88-25-46 E Length: 60.54 North: 6796.4223 East : 12523.5448 Line Course: N 10-24-53 E Length: 77.47 North: 6872.6160 East : 12537.5492 Line Course: N 64-07-22 W Length: 177.14 North: 6949.9277 East : 12378.1708 Curve Length:24.43 Radius:53.00 Delta:26-24-25 Tangent:12.43 Chord: 24.21 Course: S 39-27-08 W Course In: N 63-45-05 W Course Out: S 37-20-40 E RP North: 6973.3679 East : 12330.6360 End North: 6931.2327 East: 12362.7861 Perimeter: 506.25 Area: 13,076 SF 0.30 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0043 Course: S 14-08-21 E Error North:-0.00415 East: 0.00104 Precision 1: 117,732.56 Parcel name: 12 North: 6920.3920 East: 12329.1825 Line Course: S 01-34-14 W Length:118.59 North: 6801.8465 East: 12325.9322 Line Course: S 88-25-46 E Length: 137.14 North: 6798.0878 East: 12463.0207 Line Course: N 36-58-24 W Length: 166.67 North: 6931.2430 East: 12362.7781 Curve Length:36.00 Radius:53.00 Delta:38-54-53 Tangent:18.72 Chord: 35.31 Course: S 72-06-47 W Course In: N 37-20-40 W Course Out: S 01-34-14 W RP North: 6973.3782 East : 12330.6281 End North: 6920.3981 East: 12329.1754 Perimeter: 458.40 Area: 10,841 SF 0.25 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0094 Course: N 48-58-10 W Error North: 0.00616 East: -0.00707 Precision 1:48,765.96 Parcel name: 13 North: 6933.0636 East : 12296.2224 Line Course: S 40-07-03 W Length: 166.68 North: 6805.5993 East: 12188.8209 Line Course: S 88-25-46 E Length: 137.16 North: 6801.8401 East: 12325.9294 Line Course: N 01-34-14 E Length: 118.59 North: 6920.3855 East: 12329.1797 Curve Length:36,00 Radius:53.00 Delta:38-55-05 Tangent:18.73 Chord: 35.31 Course: N 68-58-14 W Course In: N 01-34-14 E Course Out: S 40-29-19 W i RP North: 6973.3656 East: 12330.6323 End North: 6933.0572 East: 12296.2196 Perimeter: 458.43 Area: 10,842 SF 0.25 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0070 Course: S 23-38-28 W Error North:-0.00639 East: -0.00280 Precision 1:65,490.00 Parcel name: 14 I North: 6952.0426 East : 12282.1164 Line Course: S 67-24-53 W Length: 202.80 North: 6874.1556 East : 12094.8694 j Line Course: S 06-40-22 W Length: 66.22 I North: 6808.3842 i East: 12087.1747 I Line Course: S 88-25-46 E Length: 101.68 j North: 6805.5973 East: 12188.8165 Line Course: N 40-07-03 E Length: 166.68 ! f North: 6933.0616 East: 12296.2180 Curve Length:23.85 Radius:53.00 Delta:25-46-50 Tangent:12.13 f Chord: 23.65 Course: N 36-37-16 W Course In: N 40-29-19 E Course Out: S 66-16-09 W I RP North: 6973.3700 East : 12330.6307 End North: 6952.0407 East: 12282.1120 Perimeter: 561.22 Area: 15,327 SF 0.35 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0048 Course: S 66-14-49 W Error North:-0.00193 East: -0.00439 Precision 1:116,922.92 Parcel name: 15 North: 6975.2675 East: 12277.6689 Line Course: N 89-48-03 W Length: 170.90 North: 6975.8616 East: 12106.7700 Line Course: S 06-40-22 W Length: 102.40 ! North: 6874.1553 East: 12094.8712 Line Course: N 67-24-53 E Length: 202.80 North: 6952.0422 East: 12282.1182 Curve Length:23.85 Radius:53.00 ' Delta:25-46-50 Tangent.,12.13 Chord: 23.65 Course: N 10-50-27 W Course In: N 66-16-09 E Course Out: N 87-57-02 W RP North: 6973.3716 East : 12330.6369 End North: 6975.2670 East: 12277.6708 Perimeter: 499.94 Area: 11,021 SF 0.25 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0020 Course: S 73-11-51 E Error North:-0.00056 East: 0.00187 Precision 1:249,975.00 Parcel name: 16 North: 7026.5322 East : 12305.2026 Line Course: N 88-25-46 W Length: 191.96 North: 7031.7934 East: 12113.3147 Line Course: S 06-40-22 W Length: 56.31 North: 6975.8649 East: 12106.7716 Line Course: S 89-48-03 E Length: 170.90 North: 6975.2708 i East: 12277.6705 Curve Length:45.04 Radius:53.00 i Delta:48-41-19 Tangent:23.98 Chord: 43.70 Course: N 26-23-38 E 3 Course In: S 87-57-02 E Course Out: N 39-15-42 W r RP North: 6973.3754 East : 12330.6366 End North: 7014.4114 East : 12297.0949 Curve Length: 14.80 Radius:25.00 Delta:33-55-21 Tangent:7.62 Chord: 14.59 Course: N 33-46-37 E Course In: N 39-15-42 W Course Out: S 73-11-04 E RP North: 7033.7680 East : 12281.2733 End North: 7026.5357 East: 12305.2043 Perimeter: 479.01 Area: 9,603 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0039 Course: N 26-17-00 E Error North: 0.00351 East: 0.00173 Precision 1: 122,823.08 Parcel name: 17 North: 7077.9793 East : 12307.8374 Line Course: N 88-25-46 W Length: 188.59 North: 7083.1482 East : 12119.3182 Line Course: S 06-40-22 W Length: 51.70 North: 7031.7984 East: 12113.3107 Line Course: S 88-25-46 E Length: 191.96 North: 7026.5372 East: 12305.1986 I Curve Length:6.65 Radius:25.00 i Delta:15-14-43 Tangent:3.35 Chord: 6.63 Course: N 09-11-35 E Course In: N 73-11-04 W Course Out: S 88-25-46 E RP North: 7033.7695 East : 12281.2676 End North: 7033.0843 East: 12306.2582 Line Course: N 01-34-14 E Length: 32.46 North: 7065.5321 East: 12307.1479 Curve Length:12.47 Radius:226.00 Delta:3-09-43 Tangent:6.24 Chord: 12.47 Course: N 03-09-05 E Course In: 5 88-25-46 E Course Out: N 85-16-04 W RP North: 7059.3379 East : 12533.0630 End North: 7077.9826 East: 12307.8334 Perimeter: 483.84 Area: 9,812 SF 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0052 Course: N 50-13-43 W Error North: 0.00333 East: -0.00400 Precision 1:93,044.23 T I Parcel name: 18 North: 7129.2161 East : 12318.1425 Line Course: N 88-25-46 W Length: 192.88 North: 7134.5026 East: 12125.3349 Line Course: S 06-40-22 W Length: 51.70 North: 7083.1528 East: 12119.3275 Line Course: S 88-25-46 E Length: 188.59 North: 7077.9839 East: 12307.8466 Curve Length:52.38 Radius:226.00 Delta:13-16-46 Tangent:26.31 Chord: 52.26 Course: N 11-22-19 E Course In: S 85-16-04 E Course Out: N 71-59-18 W RP North: 7059.3392 East : 12533.0762 End North: 7129.2208 East: 12318.1517 Perimeter: 485.56 Area: 9,770 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0103 Course: N 63-14-07 E Error North: 0.00463 East: 0.00918 Precision 1:47,140.78 _--------------- Parcel name: 19 North: 7179.5918 East: 12341.6154 Line Course: N 88-25-46 W Length: 193.15 North: 7184.8856 East: 12148.5380 Line Course: S 24-43-48 W Length: 55.47 North: 7134.5028 East : 12125,3325 Line Course: S 88-25-46 E Length: 192.88 i 1 North: 7129.2164 East : 12318.1401 a Curve Length:49.42 Radius:226.00 Delta:12-31-43 Tangent:24.81 Chord: 49.32 Course: N 24-16-34 E Course In: S 71-59-18 E Course Out: N 59-27-34 W RP North: 7059.3348 East: 12533.0646 End North: 7174.1762 East: 12338.4177 Line Course: N 30-32-26 E Length: 6.29 North: 7179.5936 East: 12341.6139 Perimeter: 497.21 Area: 9,783 SF 0.22 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0024 Course: N 39-23-41 W Error North: 0.00185 East :-0.00152 Precision 1:207,170.83 Parcel name: 20 North: 7229.8994 East : 12367.5693 Line Course: N 88-25-46 W Length: 195.90 r North: 7235.2686 East : 12171.7429 Line Course: S 24-43-48 W Length: 55.47 North: 7184.8858 East : 12148.5374 Line Course: S 88-25-46 E Length: 193.15 North: 7179.5919 East : 12341.6148 Line Course: N 30-32-26 E Length: 23.25 North: 7199.6165 East : 12353.4293 I Curve Length:33.48 Radius:174.00 Delta:11-01-24 Tangent:16.79 Chord: 33.42 Course: N 25-01-44 E Course In: N 59-27-34 W Course Out: S 70-28-58 E RP North: 7288.0342 East: 12203.5684 End North: 7229.9025 East: 12367.5705 Perimeter: 501.25 Area: 9,976 SF 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0034 Course: N 21-16-24 E Error North: 0.00317 East: 0.00123 Precision 1: 147,426.47 Parcel name: 21 North: 7337.2891 East : 12370,4493 ! Line Course: S 66-18-00 W Length: 129.99 North: 7285.0399 East : 12251.4223 Line Course: N 23-42-00 W Length: 50.00 North: 7330.8230 East : 12231.3249 Line Course: S 66-18-00 W Length: 21.32 North: 7322.2535 East : 12211.8030 Line Course: S 24-43-48 W Length: 95.77 t' North: 7235.2666 East: 12171.7383 t Line Course: S 88-25-46 E Length: 195.90 North: 7229.8974 East: 12367.5647 Curve Length:109.21 Radius:174.00 Delta:35-57-43 Tangent:56.47 Chord: 107.43 Course: N 01-32-10 E Course In: N 70-28-58 W Course Out: N 73-33-19 E RP North: 7288.0291 East : 12203,5625 End North: 7337.2868 East : 12370.4448 Perimeter: 602.19 Area: 15,016 SF 0.34 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0050 Course: S 63-02-21 W Error North:-0.00228 East: -0.00449 Precision 1:120,438.00 Parcel name: TRACT North: 7381.6224 East: 12347.0492 Line Course: S 66-18-00 W Length: 126.38 North: 7330.8243 East : 12231.3277 Line Course: S 23-42-00 E Length: 50.00 North: 7285.0412 East: 12251.4251 Line Course: N 66-18-00 E Length: 129.99 North: 7337.2903 East : 12370.4521 Curve Length:22.03 Radius:174.00 Delta:7-15-19 Tangent:11.03 Chord: 22.02 Course: N 20-04-21 W Course In: S 73-33-19 W Course Out: N 66-18-00 E RP North: 7288.0327 East: 12203.5699 End North: 7357.9716 East: 12362.8952 Line Course: N 23-42-00 W Length: 13.03 North: 7369.9027 East : 12357.6578 Curve Length:16.09 Radius:25.00 Delta:36-52-12 Tangent:8.33 Chord: 15.81 Course: N 42-08-06 W Course In: S 66-18-00 W Course Out: N 29-25-48 E RP North: 7359.8540 East: 12334.7662 End North: 7381.6279 East : 12347.0502 Perimeter: 357.51 Area: 6,535 SF 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0055 Course: N 10-50-06 E Error North: 0.00543 East: 0.00104 Precision 1:65,003.64 Parcel name: TRACT B North: 7251.4705 East : 11992.4512 Line Course: S 01-21-36 W Length: 308.32 North: 6943.2374 East: 11985.1334 Line Course: S 88-25-46 E Length: 22.91 North: 6942.6094 East: 12008.0348 Line Course: S 01-19-15 W Length: 27.72 North: 6914.8968 East: 12007.3959 Curve Length:14.27 Radius:100.00 Delta:8-10-41 Tangent:7.15 Chord: 14.26 Course: N 29-31-18 E Course In: N 56-23-21 W Course Out: S 64-34-03 E RP North: 6970.2517 East : 11924.1142 End North: 6927.3070 East: 12014.4234 Line Course: N 25-25-57 E Length: 24.85 North: 6949.7488 East: 12025.0952 Curve Length:21.50 Radius:100.00 Delta:12-19-09 Tangent:10.79 Chord: 21.46 Course: N 19-16-23 E Course In: N 64-34-03 W Course Out: S 76-53-12 E RP North: 6992.6935 East: 11934.7860 End North: 6970.0057 East: 12032.1783 Line Course: N 13-06-48 E Length: 21.27 North: 6990.7211 East: 12037.0040 Line Course: N 26-01-24 E Length: 18.06 North: 7006.9501 East : 12044.9276 Curve Length:81.76 Radius:100.00 Delta:46-50-47 Tangent:43.32 Chord: 79.50 Course: N 02-36-00 E Course In: N 63-58-36 W Course Out: N 69-10-36 E RP North: 7050.8238 East : 11955.0660 End North: 7086.3726 East: 12048.5341 Line Course: N 04-05-36 E Length: 67.77 North: 7153.9697 East : 12053.3717 Curve Length:38.27 Radius:100.00 Delta:21-55-27 Tangent:19.37 Chord: 38.03 Course: N 04-08-47 E Course In: N 74-53-30 W Course Out: N 83-11-03 E RP North: 7180.0342 East : 11956.8282 Parcel name: TRACT North: 7381.6224 East : 12347.0492 Line Course: S 66-18-00 W Length: 234.58 North: 7287.3335 East : 12132.2530 Curve Length:66.64 i Radius:776.20 Delta:4-55-09 Tangent:33.34 Chord: 66.62 Course: S 68-45-35 W Course In: N 23-42-00 W Course Out: S 18-46-51 E RP North: 7998.0708 East : 11820.2612 {I t End North: 7263.1980 East: 12070.1580 Curve Length:1.79 Radius:100.00 I Delta:1-01-27 Tangent:0.89 1 Chord: 1.79 Course: N 09-04-12 W Course In: S 81-26-32 W Course Out: N 80-25-05 E RP North: 7248.3174 East : 11971.2714 End North: 7264.9632 East : 12069.8762 Line Course: N 09-34-55 W Length: 8.35 North: 7273.1967 East : 12068.4863 Curve Length:64.15 Radius:766.20 Delta:4-47-49 Tangent:32.09 Chord: 64.13 Course: N 68-41-54 E Course In: N 18-54-11 W Course Out: S 23-42-00 E RP North: 7998.0741 East : 11820.2621 End North: 7296.4934 East : 12128.2345 Line Course: N 66-18-00 E Length: 214.58 North: 7382.7433 East: 12324.7174 Curve Length:23.18 Radius:25.00 Delta:53-07-48 Tangent:12.50 Chord: 22.36 Course: S 87-08-06 E Course In: S 23-42-00 E Course Out: N 29-25-48 E RP North: 7359.8518 East: 12334.7661 End North: 7381.6257 East: 12347.0501 Perimeter: 613.26 Area: 2,939 SF 0.07 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0034 Course: N 15-25-20 E Error North: 0.00323 East: 0.00089 Precision 1:180,373.53 Parcel name: TRACT D North: 7536.2310 East : 12674.3784 Line Course: 5 01-16-53 W Length: 11.03 North: 7525.2037 East : 12674.1317 Line Course: S 66-18-00 W Length: 295.21 North: 7406.5447 East : 12403.8189 Curve Length:23.18 Radius:25.00 Delta:53-07-48 Tangent:12.50 Chord: 22.36 Course: N 39-44-06 E Course In: S 76-49-48 E Course Out: N 23-42-00 W RP North: 7400.8487 East : 12428.1614 End North: 7423-7403 East: 12418.1127 Line Course: N 66-18-00 E Length: 279.87 North: 7536.2334 East: 12674.3792 Perimeter: 609.29 Area: 2,915 SF 0.07 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0026 Course: N 19-10-09 E Error North: 0.00242 East: 0.00084 Precision 1:234,342.31 Parcel name: TRACT E North: 7322.2550 East : 12211.8064 Line Course: S 24-43-48 W Length: 206.71 North: 7134.5025 East : 12125.3307 Line Course: S 06-40-22 W Length: 328.34 North: 6808.3867 East : 12087.1780 Line Course: N 88-25-46 W Length: 82.22 North: 6810.6402 East : 12004.9889 Line Course: N 01-19-15 E Length: 104.28 North: 6914.8925 East : 12007.3926 Curve Length:14.26 Radius:100.00 Delta:8-10-41 Tangent:7.15 Chord: 14.26 Course: N 29-31-18 E Course In: N 56-23-21 W Course Out: S 64-34-03 E RP North: 6970.2474 East: 11924.1110 End North: 6927.3026 East: 12014.4202 Line Course: N 25-25-57 E Length: 24.85 North: 6949.7445 East : 12025.0919 Curve Length:21.50 Radius:100.00 Delta:12-19-09 Tangent:10.79 Chord: 21.46 Course: N 19-16-23 E Course In: N 64-34-03 W Course Out: S 76-53-12 E RP North: 6992.6892 East : 11934.7828 End North: 6970.0014 East: 12032.1751 Line Course: N 13-06-48 E Length: 21.27 North: 6990.7168 East: 12037.0008 Line Course: N 26-01-24 E Length: 18.06 North: 7006.9458 East: 12044.9244 Curve Length:81.76 Radius:100.00 Delta:46-50-47 Tangent:43.32 Chord: 79.50 Course: N 02-36-00 E Course In: N 63-58-36 W Course Out: N 69-10-36 E RP North: 7050.8195 East : 11955.0628 End North: 7086.3682 East: 12048.5309 Line Course: N 04-05-36 E Length: 67.77 North: 7153.9654 East: 12053.3684 Curve Length:38.27 Radius:100.00 Delta:21-55-27 Tangent:19.37 Chord: 38.03 Course: N 04-08-47 E Course In: N 74-53-30 W Course Out: N 83-11-03 E RP North: 7180.0299 East : 11956,8250 End North: 7191.8977 East: 12056.1182 Line Course: N 22-34-14 E Length: 19.53 North: 7209.9319 East: 12063.6143 Curve Length:54.33 Radius:100.00 Delta:31-07-42 Tangent:27.85 Chord: 53.66 Course: N 07-00-23 E Course In: N 67-25-46 W Course Out: N 81-26-32 E RP North: 7248.3139 East : 11971,2735 End North: 7263.1946 East : 12070.1601 Curve Length:66.64 Radius:776.20 Delta:4-55-09 Tangent:33.34 Chord: 66.62 Course: N 68-45-35 E Course In: N 18-46-51 W Course Out: S 23-42-00 E RP North: 7998.0674 East : 11820.2633 End North: 7287.3301 East : 12132.2552 Line Course: N 66-18-00 E Length: 86.88 North: 7322.2513 East: 12211.8079 Perimeter: 1236.68 Area: 40,025 SF 0.92 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0040 Course: S 23-05-17 E Error North:-0.00369 East: 0.00157 Precision 1:309,167.50 End North: 7191.9020 East : 12056.1215 Line Course: N 22-34-14 E Length: 19.53 North: 7209.9362 East : 12063.6175 Curve Length:56.12 Radius: 100.00 Delta:32-09-09 Tangent:28.82 Chord: 55.38 Course: N 06-29-39 E Course In: N 67-25-46 W Course Out: N 80-25-05 E RP North: 7248.3183 East : 11971.2767 End North: 7264.9641 East: 12069.8816 Line Course: N 09-34-55 W Length: 8.35 North: 7273.1976 East: 12068.4917 Curve Length:79.11 Radius:766.20 Delta:5-54-58 Tangent:39.59 Chord: 79.08 Course: S 74-03-18 W Course In: N 18-54-11 W Course Out: S 12-59-13 E RP North: 7998.0749 East : 11820.2675 End North: 7251.4733 East: 11992.4548 Perimeter: 809.81 Area: 20,264 SF 0.47 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0046 Course: N 52-20-14 E Error North: 0.00282 East : 0.00366 Precision 1:176,043.48 Parcel name: TRACT F North: 6792.7464 East: 12657.7489 Line Course: N 01-16-53 E Length: 563.03 North: 7355.6356 East: 12670.3397 Line Course: 5 80-22-46 W Length: 50.23 North: 7347.2410 East: 12620.8162 Line Course: S 05-59-34 W Length: 175.60 North: 7172.6007 East: 12602.4830 Line Course: S 20-47-30 W Length: 53.48 North: 7122.6034 East: 12583.4991 Line Course: S 10-24-53 W Length: 331.63 North: 6796.4370 East: 12523.5498 Line Course: S 88-25-46 E Length: 134.25 North: 6792.7575 East: 12657.7493 Perimeter: 1308.23 Area: 49,177 SF 1.13 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0111 Course: N 02-02-12 E Error North: 0.01111 East: 0.00040 Precision 1:117,857.66 Parcel name: TRACT G North: 7478.8938 Line Course: N 66-18-00 E North: 7525.2022 Line course: S 01-16-53 W North: 7386.1770 Line course: S 80-22-46 W North: 7376.4454 Line Course: N 23-42-00 w North: 7478.8898 East : 12568.6395 Length: 115.21 East 12674.1330 Length: 139.06 East 12671.0233 Length: 58.23 East 12613.6122 Length: 111.88 East 12568.6423 Perimeter: 424.38 Area: 10,421 SF 0.24 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0049 Course: S 34-27-22 E Error North:-0.00403 East : 0.00277 Precision 1: 86,608.16 Parcel name: TRACT H North: 7314.5563 East : 12428.0051 Line Course: N 80-22-46 E Length: 245.79 North: 7355.6333 East : 12670.3384 Line Course: N 01-16-53 E Length: 30.55 North: 7386.1757 East: 12671.0215 Line Course: S 80-22-46 W Length: 58.23 North: 7376.4441 East: 12613.6105 Line Course: S 23-42-00 E Length: 18.56 North: 7359.4495 East: 12621.0706 Line Course: S 80-22-46 W Length: 197.57 North: 7326.4311 East: 12426.2792 Curve Length:12.00 Radius:226.00 Delta:3-02-36 Tangent:6.00 Chord: 12.00 Course: S 08-15-43 E Course In: S 80-12-59 W Course Out: N 83-15-35 E RP North: 7288.0274 East : 12203.5660 End North: 7314.5528 East : 12428.0040 Perimeter: 562.70 Area: 3,937 SF 0.09 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0037 Course: S 17-21-26 W Error North:-0.00351 East: -0.00110 Precision 1:152,081.08 CEOS,NWInc. Civil Engineering & Surveying March 22, 2017 Jim Harris City of Federal Way 33325 81' Avenue South Federal Way, WA 98003 310 291h St. NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 RESUBMITTED APR 0 5 2017 V_1 Y OF FEDERAi.. 4i!QY OOMMUNfTY DEVELOFPAE: 47 RE: Response to Comments for the Final Plat application for the Soundview Manor (CES #05170) City of Federal Way Permit Application #15-104753-00-SU Dear City of Federal Way, Thank you for the opportunity to respond to the City's comments for the Soundview Manor Final Plat application. Planning — Matt Herrera (now Jim Harris) Jim.Harris@cityoffederalway.com l . Improvements — The plat improvements are not yet substantially completed. Planning Division requirements for completeness include installation and city inspection of all landscaping with tracts, installation of wetland buffer signage and construction of chip trail with seating in Tract F. Be advised this comment is limited to the Planning Division only and other city departments will have their own threshold of what constitutes substantially completed. Rc spotusc: 4s of the date of this letter the following items are left to construct. • Frontage improvements —sidewalks, landscaping, and street trees. + Connector sidewalk and lighting system. Chip trail within Tract "F" will not be constructed through the fee in lieu of process. • Landscaping with in the plat. • Onsite street trees — typically if adjacent to lots, built during home construction ■ Street lighting — Substantially complete. Still need to install onsite and offsite street lights. • Sidewalks within the plat. • Final lift of onsite asphalt pavement. To be completed at full build out of plat. We understand the completion of these items is required for Final flat approval. We would like to know if the Final Plat map is approved, so when the Final Plat is approved, we can start gathering signatures. 2. Driveways — As mentioned in the October 16, 2015 letter, lots 10, 11, 14 and 15 contain approximately 24 feet of frontage. Be advised that FWRC 19.130.240(1)(a) does not allow driveways within 5 feet of any side property line within the 20-foot required front yard. This results in a maximum driveway width of approximately 14 feet for the above -referenced lots at the frontage. The department will consider a shared driveway for the abutting parcels via an easement that is shown on the plat. No variances to the driveway are widths will be considered after the plat is recorded and building permits are under review. Please make changes to plat or acknowledge no changes are need as 14-foot wide driveway are adequate and no future variances will be needed. mponse: We understand the driveways must be set 5 feet from the interior lot lines. The driveways for lots 10, 11, 14 and IS will be approximately 14 feet wide along the frontage, which is adequate. No future variances will be needed. 3. CC&Rs — As mentioned in the October 16, 2015 letter, Page 9, paragraph 5, replace City of Edgewood with City of Federal Way. Rmltorrsr: Enclosed are the updated CCR 4. Open Space (Email from Jim Barris on September 20, 2016) — As follow up to our conversation yesterday, if the applicant does not want to implement the trail in Tract F, as an alternative, a usable open space fee in lieu payment could likely be approved administratively, and the fee would probably be in the area of $ 30,600 based on King Co assessed value of $341,000 (which could be an outdated assessed value) for the property. Per fwcc the minimum usable recreation area for a plat is 10 percent of the gross land area, or a comparable fee, based on 10 percent of the assessed value at final plat. So, I figured Tract H gets credit for usable open space and is about 1 percent of the gross area of the plat. So, a 9 percent fee in lieu would be the payment. $30,600 is 9 percent of the $341,000 site assessed value. If the hogfuel trail is being installed, the clearing and grading should be the absolute minimum necessary to put in the trail. The trail must be implemented carefully to avoid tree and vegetation removal. Any areas approved for clearing and grading will require restoration and planting. Any walls for the trail in tract F need to meet the pre plat conditions 7 and 8, which generally require aesthetic treatment, terracing, landscape screening and wall texturing etc to be approved by the Community Development Dept. A building permit is required for any wall four feet or taller. The pedestrian connection in Tract H is required by the Hearing Examiner condition. . Reponsr: The connector .sidewalk will be constructed connecting the plat to SW 3141h St. to the east. The connector sidewalk will be complete with bollard style LED lighting fixtures. The chip trail within Tract " F" will not be constructed through the fee in lieu ofprocess. Development Services —Ann Dower Ann.Dower@cityoffederalway.com Please add the following not to the retaining wall notes on sheet 5: "Any wall, or series of terraced walls, over 4' high shall require a building permit and shall be designed and stamped by a geotechnical engineer licensed in the state of Washington. All slopes over 2H:1 V shall be permanently stabilized with retaining wall, rockery, or permanent slope -stabilizing landscaping (does not include grass or sod). Dots shall be graded to avoid directing runoff into neighboring residential lots. Grading, drainage, and landscaping shall be shown on the site plan and must be approved by the Public Works Department." Rn Lmrrrcr: Completed as requested. PA05I70.211Filing - Soundview ManorTinal Plat DocsTesubmittal 2017.K061R3-01 - Response to Comments 2017.0I.doc Page 12 2. Correct the Plat notes on sheet 5 to read, "All rood drains and any footing drains for the building or retaining walls" Ras tntsr: Completed as requested. Lakehaven Utility District — John Jensen jjensen@lakehaven.org I. Lakehaven has not received to date the proposed "as built" to check them against. The water is served by Tacoma and Lakehaven serves that project for sewer. The sewer was designed to be in the public ROW of the plat. The plat document has Lakehaven's easement language in it but there are not any sewer easements depicted. Once we review the "as-builts", we can determine if the easement Ianguage can be removed from the plat documents. hefsLmn Sewer "as-builts " have not yet been completed. We are waiting sewer manholes to be exposed and rims raised to final grade. Should be completed within the next couple of weeks. If you have any questions, please do not hesitate to contact me. Regards, ' r r L ' Sr l 4• f Jeatnii%r aldwell Senior Tanner P:\05170.2ffiling- Soundview ManorTinal Plat Docs\Resubmittal 2017.04.06\R3-01 -Response to Comments 2017.0 t.doc Page 13 CE,SoNWIne. Civil Engineering & Surveying April 4, 2017 310 29"' St. NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 RESUBMI77ED Jim Harris APR 0 5 2017 City of Federal Way CITY OF FEbcRAL WAY 33325 81" Avenue South COMMUNITY DEVEELOPMENT Federal Way, WA 98003 RE: Response to Comments for the Final Plat application for the Soundview Manor (CES #05170) City of Federal Way Permit Application #15-104753-00-SU Dear City of Federal Way, Thank you for the opportunity to submit the Final Plat for Soundview Manor. The following list demonstrates how the project complies with each of the Hearing Examiner's Conditions of Approval and Mitigated Determination of Nonsignificance (MDNS). Hearing Examiner Recommendations Prior to proceeding with plat infrastructure construction, the applicant shall provide a revised landscape plan that includes the following landscaping to be approved by the city: a. Arterial buffer landscaping shall be required in Tracts C and D per FWRC 18.60.030. b. Stormwater detention facility buffer landscaping shall be required in Tract A, including trees, shrubs, and groundcover, to provide a visual separation between the public right- of-way and the proposed stormwater facilities. This landscaping shall be placed in a separate tract that shall be owned and maintained by the homeowner's association. If cyclone fencing is used around the storm drainage ponds, the fencing shall be coated black or green. c. Street trees in right-of-way landscape planter strips per Public Works Department standards. d. Indication of methods to protect significant trees identified for retention in Tracts B, E, F and G during plat and home construction in accordance with FWCC Section 22-1568 requirements. Response: Engineering plans were approved by the City of Federal Way on August S, 2014. Updated landscaping plans were included in the engineering plans. 2. Prior to final plat approval, all plat landscaping improvements shall be completed, inspected, and approved by the Community and Economic Development Department, unless a financial guarantee is approved by the city for completion of the landscape improvements. Response: All plat landscaping improvements will be bonded or installed prior to final plat signatures. 3. Design and construction of the project shall comply with all requirements and recommendations of the project geotechnical engineer. Response: All design and construction complied with the recommendations of the project geotechnical engineer. 4. Prior to final plat approval, the final plat drawing shall dedicate all common open space in designated wetland buffer and open space tracts to be owned in common and maintained by property owners of the proposed subdivision, and shall prohibit removal or disturbance of vegetation and landscaping within the tracts, except as necessary for maintenance or replacement of existing plantings and as approved by the city. A note shall be included on the final plat map that the open space tract shall not be further subdivided; may not be developed with any buildings or other structures except as may be approved by the city for recreational purposes only for the benefit of the homeowners; and may not be used for financial gain. Response: The Final Plat map dedicates all common open space in wetland buffer and open space tracts to all lot owners with undivided interest and has a note regarding disturbance of vegetation and landscaping except for necessary maintenance or replacement of existing plantings as approved by the City. The Final Plat map includes a note stating the common open space may not be developed or subdivided, except as approved by the City for recreational purposes. Prior to final plat approval, appropriate signage shall be installed to denote the boundary of the designated wetland buffer area: Tract Band open space Tract E. Response: The appropriate signage will he installed along the wetland buffer area. 6. Prior to final plat approval, the applicant shall provide a paved trail connecting Soundview Drive to the sidewalk on the south side of SW 314th Street. The 8-foot wide paved trail with 2- foot gravel shoulders on each side shall be in a dedicated tract to be owned and maintained by the future homeowners association. The plan for the trail connection shall be reviewed and approved by the Public Works Department in conjunction with engineering plan review. Response: The paved trail will be installed in Tract G & H. The pedestrian trail is in dedicated tracts (Tract G & H on the Final Plat map). Tract G & Hwill be owned by all lots with an undivided interest. On the final plat map, Tracts A, C, D, and H shall be revised to provide details of any proposed retaining walls within these tracts. The retaining walls, if included in the plat construction, shall be owned and maintained by the future homeowners' association. Due to the proximity to SW Dash Point Road and the potential aesthetic impact from large untreated walls, retaining walls visible from SW Dash Point Road shall include, but are not limited to, the following design features: horizontal and vertical undulation , terracing with a minimum width of six feet between terraces to allow a safe area for maintenance; landscape screening; and wall texturing. Response: No plat walls were shown on the approved engineering plans. However, the final approval of the connected pedestrian pathway includes a small rockery in Tract H. PA05170.2ffiling - Soundview Manor\Final Plat DocsUtesubmittal 2017.04.06Ut3-02 - Hearing Examiner Conditions and SEPA.doc Page 12 8. If included in the final engineering design, details for retaining walls and rockeries on individual lots shall be provided. Retaining walls shall be harmonious with the residential use of the site and shall promote residential design themes through such means as terracing, orientation, natural material selection, use of vegetation screening, and textural treatment to be designed by the applicant and approved by the Community and Economic Development Department. Response: The approved engineering plans did not include retaining walls and/or rockeries for individual lots. 9. If it hasn't done so already, city engineering staff shall review the comment letter from Ting -I Steve Lee, dated May 19, 2008, Ex. 4, to ensure that his concerns have been adequately addressed and do not reveal any issues of noncompliance with City development standards. City engineering staff may require further design modifications and conditions as necessary to satisfy City standards. Response: Engineering plans were approved by the City of Federal Way on August 5, 2014. Mitigated Determination of Nonsi nificanre Clearing, grading, wall, and utility line construction for the plat shall be limited to the months between April 30 and October 1 (known as the "dry season"). After final plat approval, these seasonal restrictions shall also apply to construction on individual lots. The Public Works Director may revise this restriction based on weather patterns and individual site considerations. Response: All work was performed as directed by the City of Federal Way. 2. Prior to clearing, the applicant shall retain the services of a certified ESC supervisor with experience in construction supervision/inspection and a background in geology, soils science, or agronomy who shall be responsible for erosion control throughout the project. Response: The developer hired CES NW INC for the Certified Erosion and Sediment Control Lead to monitor the site weekly for erosion control. Monthly reports were submitted to the Department of Ecology. 3. Prior to engineering approval, the applicant shall demonstrate to the satisfaction of the city that the engineering plans have fully incorporated Critical Areas Special Provisions from the 2009 KCSWDM (section 5.D.3). Response: All necessary documentation was provided to the City of Federal Way for engineering approval. The City of Federal Way approved the engineering plans on August 5, 2014. The engineering plans shall include turbidity testing that shall be performed pursuant to section D.4.2-3 of the 2009 KCSWDM. Response: All necessary documentation was provided to the City of Federal Way for engineering approval. The City of Federal Way approved the engineering plans on August 5, 2014. PA05170.2\!Filing - Soundview Manor\Final Plat Docs\Resubmittal 2017.04.06\R3-02 - Hearing Examiner Conditions and SEPA.doc Page 13 The engineering plans shall include school access improvements as follows: a) Street lighting at the entrance to the development, and along the sidewalk to be installed on the south side of SW Dash Point Road, from the entrance of the development west to 441 h Avenue SW. b) A paved walkway within a public right-of-way to be dedicated to the city and maintained by a homeowner's association through the east side of the development, including sufficient lighting along said path, to SW 314'h Street in the Twin Lakes neighborhood. Foliage on either side of the paved walkway shall allow for clear visibility to support student safety. Resnairs�: The engineering plans include street lighting and the paved walkway as requested. The City of Federal Way approved the engineering plans on August 5, 2014. If you have any questions, please do not hesitate to contact me. Regards, Eric Oehler Project Engineer Prepared by JC PA05170.2ffiling - Soundview ManorWinal Plat DocAResubmittal 2017.04.06\R3-02 -Hearing Examiner Conditions and SEPA.doc Page 14 WHEN RECORDED RETURN TO: Nelson & Carver, P.S. 420 N. Meridian St., Suite B P.O. Box 217 Puyallup, Washington 98371 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS EASEMENTS AND RESERVATIONS FOR THE COMMUNITY OF SOUNDVIEW MANOR RESUBMITTED APR 0 5 2017 Ay C o-kIMU'FEDERAL fTY0EV 0AP :-:.1q ' TABLE OF CONTENTS FOR DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS EASEMENTS AND RESERVATIONS OF SOUNDVIEW MANOR SECTION & DESCRIPTION PAGE NUMBER ARTICLE 1 Definitions............................................................................................ 4 ARTICLE 2 Management Rights of Declarant During Development ofthe Property ........................................................................................ 6 ARTICLE 3 Deed and Dedication of Common Areas.....................................4..................... 8 ARTICLE 4 Deed and Dedication of Easements................................................................. 8 ARTICLE 5 Administration and Use of Common Areas & Common Maintenance Areas ...................................... ............................ 10 ARTICLE 6 Maintenance of Common Areas & Common Maintenance Areas & Delegation of Management.......................................................................... 12 ARTICLE 7 Assessments.......................................................................................... 13 ARTICLE 8 Maintenanceof Lots................................................................................. 17 SOUNDVIEW MANOR CC&Rs Page 2 3 SoundveiwManor.CC&Rs.041216.doc ARTICLE 9 Homeowner's Association.......................................................................... 18 ARTICLE 10 ManagementBy Board.............................................................................. 19 SECTION & DESCRIPTION PAGE NUMBER ARTICLE 11 Land Use Restrictions.............................................................................. 22 ARTICLE 12 Building Restrictions................................................................................. 26 ARTICLE 13 Utilities................................................................................................ 28 ARTICLE 14 Architectural Control................................................................................. 28 ARTICLE 15 Condemnation....................................................................................... 32 ARTICLE 16 Mortgagees'Protection.............................................................................. 33 ARTICLE 17 GeneralProvisions.................................................................................. 34 EXHIBIT "A" Legal Description of Plat............................................................................ 38 SOUNDVIEW MANOR CC&Rs Page 3 3 SoundveiwManor.CC&Rs.041216.doc DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR SOUNDVIEW MANOR THIS DECLARATION is made on the date hereinafter set forth by High County Soundview Manor, LLC, a Washington Limited Liability Company, ("Declarant"), who is the owner of certain real property situated in the state of Washington, county of Pierce, known as the Plat of "Soundview Manor" which is more particularly legally described on the attached Exhibit "A". In order to insure preservation of the high quality residential environment at Soundview Manor, Declarant agrees and covenants that the land described on the attached Exhibit "A", and such improvements as are now existing or hereafter constructed thereon will be held, sold and conveyed subject to and burdened by the following covenants, conditions, restrictions, reservations, limitations, liens and easements, all of which are for the purposes of enhancing and protecting the value, desirability and attractiveness of such lands for the benefit of all of such lands and the owners thereof and their heirs, successors, grantees and assigns. All provisions of this Declaration shall be binding upon all parties having or acquiring any right, title or interest in such lands or any portions thereof and shall inure to the benefit of each owner thereof and to the benefit of the Soundview Manor Homeowner's Association and shall otherwise in all respects be regarded as covenants running with the land. ARTICLE 1 DEFINITIONS For purposes of the Declaration and the Articles of Incorporation and the Bylaws of the Soundview Manor Homeowner's Association, certain words and phrases shall have particular meanings as follows: Section 1.1. "Association" shall mean and refer to the Soundview Manor Homeowner's Association, its successors and assigns. Section 1.2. "Member" shall mean every person or entity who holds membership in the Association. SOUNDVIEW MANOR CC&Rs Page 4 3 SoundveiwManor.CC&Rs.041216.doc Section 1.3. 'Board" shall mean and refer to the Board of Directors of the Association, as provided for in Article 10. For purposes of exercising the powers and duties assigned in this Declaration to the Board during the Development Period, this term shall also mean the "Temporary Board" or 'Declarant" as provided in Article 2 unless the language or context clearly indicates otherwise. Section 1.4. "Properties" shall mean and refer to the real property described with particularity in Exhibit "A". Section 1.5. "Common Areas" & "Common Maintenance Areas" shall mean and refer to all of the real property (including the improvements thereto) owned, maintained or leased by the Association, or in which the Association has an easement for the common use and enjoyment of the members of the Association, including but not limited to tracts and easements dedicated to the Association on the face of the Plat and/or in this Declaration. The areas to be owned and maintained by the Association at the time of recording this Declaration are described as follows: (a) Tract "A" is designated to the City of Federal Way as a public storm drainage tract; (b) Tract `B" is designated as as an open space /wetland buffer tract. All lots shall have an equal and undivided interest in Tract B ; (c) Tract "C & D" are private landscape tracts. All lots shall have an equal and undivided interest in Tracts C and D; (d) Tract "E" is a private open space buffer. All lots shall have an equal and undivided interest in Tract E; (e) Tract "F" is a private usable open space tract. All lots shall have an equal and undivided interest Tract F; (f) Tract "G" is a private usable open space tract. All lots shall have an equal and undivided interest in Tract G; (g) Tract "H" is a private open space, pedestrian path tract for the benefit of the owners of Soundview Manor. All lots shall have an equal and undivided interest in Tract H. Section 1.6. "Lot" shall mean any one of the 21 lots numbered 1 through 21 on the plat of Soundview Manor. Tracts, Common Areas and Common Maintenance Areas shall not be regarded as Lots; SOUNDVIEW MANOR CC&Rs Page 5 3 SoundveiwManor.CC&Rs.041216.doc Section 1.7. 'Declarant" shall mean and refer to High County Soundview Manor, LLC, a limited liability company organized and existing under the laws of the state of Washington; Section 1.8. "Architectural Control Committee", "Committee" or"ACC" shall mean and refer to the committee duly appointed or elected as provided in Article 14 of this Declaration, hereinafter referred to as the "Committee"; Section 1.9. 'Development Period" shall mean and refer to that period of time as defined in Article 2 of this Declaration; Section 1.10. "Plat" shall mean and refer to the Plat of Soundview Manor as approved and recorded in Pierce County, Washington as descibed in Exhibit "A"; Section 1.11. "Residence" shall mean and refer to buildings occupying any Lot; Section 1.12. "Owner" or "Lot Owner" shall mean and refer to the record owner, whether one or more persons or entities, of (1) a fee simple title to any Lot which is a part of the Property (but excluding those persons or entities, such as real estate contract sellers, having record title merely as security for the performance of an obligation), or (2) the Purchaser under a real estate contract prior to the issuance of the fulfillment deed for the contract; Section 1.13. "Federal Mortgage Agencies" shall mean those federal agencies which may have an interest in the properties, such as the Federal Housing Administration, the Veterans Administration, the Federal National Mortgage Association, the Federal Home Loan Mortgage Corporation, or the successors to their interests. Section 1.14. "First Mortgagee" shall mean a lender who holds the first mortgage on a lot and who has notified the Association in writing of its holdings. Section 1.15. 'Declaration" shall mean the covenants, conditions and restrictions and all other provisions set forth in this Declaration, as they may from time to time be amended. Section 1.16. "Mortgage" shall incude a deed of trust or other security instrument. ARTICLE 2 MANAGEMENT RIGHTS OF DECLARANT DURING DEVELOPMENT OF THE PROPERTY Section 2.1. The Property. The real property which is made subject to this Declaration is described on Exhibit "A". SOUNDVIEW MANOR CC&Rs Page 6 3 SoundveiwManor.CC&Rs.041216.doc r� Section 2.2. Management by the Declarant. Development Period shall mean that period of time from the date of recording of the Declaration until (A) the date five (5) years from the date of recording this Declaration or (B) the thirtieth (30th) day after the Declarant has transferred title to the purchasers of Lots representing one hundred percent (100%) of the voting power of all Lot Owners as then constituted, or (C) the date on which Declarant elects to permanently relinquish all of Declarant's authority under this Article 2 by written notice to all Owners, whichever date first occurs. Notwithstanding anything in this Declaration to the contrary, until termination of the Development Period, either upon the sale of the required number of Lots, the expiration of five (5) years, or at the election of the Declarant, the Property and the Association shall be managed at the sole discretion of the Declarant; Section 2.3. Notice to Owners. Not less than ten (10) nor more than thirty (30) days prior to the termination of the Development Period, the Declarant shall give written notice of the termination of the Development Period to the Owner of each Lot. Said notice shall specify the date when the Development Period will terminate and shall further notify the Owners of the date, place and time when a meeting of the Association will be held. The notice shall specify that the purpose of the Association meeting is to elect new Officers and Directors of the Association. Notwithstanding any provisions of the Articles or Bylaws of the Association to the contrary, for the purpose of this meeting, the presence, either in person or by proxy, of the Owners of five (5) Lots shall constitute a quorum. The Board of Directors and the officers of the Association may be elected by a majority vote in said quorum. If a quorum shall not be present, the Development Period shall nevertheless terminate on that date specified in said notice and it shall thereafter be the responsibility of the Lot Owners to provide for the operation of the Association. Proper notice shall be deemed to have been sent if said notice is sent in the manner described as proper notification in the Bylaws of the Association; Section 2.4. Appointment of Temporary Board. Declarant may, in Declarant's sole discretion, and at such times as the Declarant deems appropriate (including in the Articles of Incorporation of the Association, if the Declarant is the Incorporator of the Association), appoint one (1) to five (5) persons who may be Lot Owners, or are representatives of corporate entities or other entities which are Lot Owners, as a Temporary Board. This Temporary Board shall be for all purposes, the Board of Directors of the Association, and shall have full authority, after approval is granted by the Declarant, (including the authority to adopt or amend the initial or subsequent Bylaws of the Association) and all rights, responsibilities, privileges and duties to manage the Property under this Declaration and shall be subject to all provisions of this Declaration, the Articles and Bylaws. After selecting a Temporary Board, the Declarant, in the exercise of the Declarant's sole discretion, may at any time terminate the Temporary Board and reassume the Declarant's management authority under Article 2 or select a new Temporary Board under this section of Article 2; SOUNDVIEW MANOR CC&Rs Page 7 3 SoundveiwManor.CC&Rs.041216.doc Section 2.5. Declarant Authority If No TemporaEy Board. So long as no Temporary Board is managing the Property or until such time as the first permanent Board is elected, should Declarant choose not to appoint a Temporary Board, Declarant or a managing agent selected by Declarant shall have the power and authority to exercise all the rights, duties and functions of the Board and generally exercise all powers necessary to carry out the provisions of this Declaration, including, but not limited to, enacting reasonable administrative rules (and a fine and due process system for violations thereof), contracting for required services, obtaining property and liability insurance, collecting and expending all assessments and Association funds, and enforcing this Declaration (including foreclosing any liens provided by this Declaration). Any such managing agent or the Declarant shall have the exclusive right to contract for all goods and services, payment for which is to be made from any monies collected from assessments. In the event that Association expenses exceed assessments, any monies provided by the Declarant for Association expenses that would otherwise be paid for out of Association assessments shall be considered a loan to be repaid to the Declarant through regular or special assessments from the Association, together with interest at twelve percent (12%) per annum; Section 2.6. Purpose. These requirements and covenants are made to insure that the Property will be adequately administered in the initial stages of development, and to any future additions, and to insure an orderly transition to Association operations. Acceptance of an interest in a Lot evidences acceptance of this management authority in the Declarant; and, Section 2.7. Mana ement Authority of Declarant. Declarant shall have the management authority granted by this Article 2 notwithstanding anything in this Declaration to the contrary. Declarant, as the Incorporator of the Association, may cause the Association to be incorporated, the Temporary Board to be appointed either in the Articles of Incorporation of the Association or by separate written instrument, to terminate the Temporary Board and reassume the Declarant's management authority under this Article 2, reappoint successor Temporary Boards, or take any other action permitted by this Article 2, all without affecting the authority given to the Declarant by this Article 2 to manage the Property and to organize the Association at the Declarant's sole discretion. ARTICLE 3 DEDICATION OF TRACTS Section 3.1. Dedication to City of Federal Way. Tract "A" is a public storm drainage Tract and is dedicated to the City of Federal Way upon the recording of the plat. All roads on the face of the plat are dedicated to the City of Federal Way upon the recording of the plat. The City of Federal Way shall maintain the public roads and storm drainage system. Section 3.2. Dedication of Common Areas. Upon recording this Declaration, the Declarant has dedicated to the Lot owners (and for the purposes) as set forth in the face of the Plat Tracts `B", "C", "D", " B", "F" and "G", reserving, however, to the Declarant for the SOUNDVIEW MANOR CC&Rs Page 8 3 SoundveiwManor.CC&Rs.041216.doc benefit of the Declarant, its successors and assigns, those certain rights of use, ingress, egress, occupation and control indicated elsewhere in this Declaration for the duration of the Development Period, at which time this reservation shall cease and then be of no further force and effect. All lots shall have an equal and undivided interest in these Tracts. ARTICLE 4 DEED AND DEDICATION OF EASEMENTS Section 4.1. Reserved Easements and Tracts. Easements for the public roads, maintenance, utilities, open space, pedestrian path, drainage and other common facilities have been dedicated and/or reserved over and across property as shown on the Plat and/or of record. 4.2. Covenants Run with the Real Pro e . All of the easements declared herein shall be divisible, perpetual, and assignable, and shall be appurtenant to and run with the real property and each subdivision thereof. The undersigned hereby reserve for themselves, and their agents and assigns, the right to use and benefit from all of said easements and further hereby reserve the right to grant the use of said easements to all parties who now are or shall hereafter become Owners, to parties supplying utilities to any portion of the real property, and to any adjacent property which the Declarant makes subject to this declaration. 4.3. Conve ance of Easements. An easement is hereby reserved for and conveyed to Lakehaven Utility District and to all other utility franchise companies providing utilities to the Plat and their respective successors and assigns under and upon the public streets, driveways and access tracks if any, as depicted on the Plat in which to construct, operate, maintain, repair, replace and in large underground pipes, conduits, cables and wires with all necessary or convenient underground or ground mounted appurtenances thereto for the purpose of serving this subdivision and other property with electric, gas, telephone, television and other utility service, together with the right to enter upon the streets, lots, tracts and spaces at all times for the purpose herein stated. This easement is more specifically stated on the Plat which is hereby incorporated in its entirety. The public shall have use of the storm water facilities within this plat and the City of Federal Way, its successors, agents and assigns shall have the right of immediate and continued access and use to all said facilities for the purposes of improvement, maintenance, repair or inspection of any portion of said facility and any and all appurtenant structures. Within such easement areas no structure, planting or other materials shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of said utilities, or which may change, obstruct or restrict flow of water through drainage channels. The easement areas and all improvements thereon shall be maintained by the Owner of the Lot, except as to utility service improvements located therein, which are the SOUNDVIEW MANOR CC&Rs Page 9 3 soundveiwManor.CC&Rs.041216.doc responsibility of the utility entity owning such improvements. Subject to the foregoing, fencing and landscape plantings are permitted within the easement area. Said easements are reserved to and for the benefit of the Association, and may be assigned and transferred by the Association to other appropriate persons or entities as deemed reasonably necessary by the Board in connection with the development of the Plat and the construction of dwelling structures on the Lots. Additional utility and other easements may also be recorded if required by governmental authorities having jurisdiction. ARTICLE 5 ADMINISTRATION AND USE OF COMMON AREAS AND COMMON MAINTENANCE AREAS Section 5.1. Owner's Easements of Enjoyment. Every Owner shall have a 1/21st right and easement of enjoyment in and to the Common Areas which shall be appurtenant to and shall pass with title (or, if applicable, with the equitable title held by a real estate contract purchaser), to every Lot subject to the following provisions: (a) The right of the Declarant or the Association to establish use and operation standards for all Common Areas to be binding upon all Association members along with enforcement standards; (b) The right of Declarant (during the Development Period) or the Association (after the Development Period) to suspend an Owner's right to vote and to use any recreational facilities for any period during which assessments against his or her Lot remain unpaid and for a period, not to exceed sixty (60) days, for any, and each separate, infraction of its published rules and regulations; (c) The right of the Declarant (during the Development Period) or the Association (after the Development Period) to dedicate or transfer all or any part of the Common Areas to any public agency, authority or utility for such purposes and subject to such conditions as the Declarant or Association, as applicable, may deem appropriate. During the Development Period, any such dedication or transfer of all or any part of the Common Areas pursuant to this Section may be made by the Declarant in the Declarant's sole discretion. After the Development Period, no such dedication or transfer shall be effective unless an instrument agreeing to such dedication or transfer, signed by the Owners of two-thirds (2/3) of the Lots, has been recorded; (d) Any Owner may delegate their right of enjoyment to the Common Areas and facilities to the members of their family, their tenants, or their guests, subject to the limitations set forth above. Section 5.2. Insurance. Nothing shall be done or kept in any Common Areas which will increase the rate of insurance on the Common Areas or other Lots or Improvements SOUNDVIEW MANOR CC&Rs Page 10 3 SoundveiwManor.CC&Rs.041216.doc without the prior written consent of the Board. Nothing shall be done or kept in any Common Areas which will result in the cancellation of insurance on any part of the Common Areas or which would be in violation of any laws or ordinances. Section 5.3. Alteration of Common Areas and Common Maintenance Areas. Nothing shall be altered, or constructed in, or removed from any Common Maintenance Areas except upon prior written consent of the Board. There shall be no construction of any kind within the Common Areas except that community improvements may be constructed if two- thirds (2/3) of the members of the Association authorize (1 ) the construction of such improvements and (2) assessments for such improvements. Also, any such improvements would be subject to the acquisition of all required permits from governmental agencies. This Section shall not limit or prohibit Declarant (and no member consent shall be necessary), during the Development Period, from constructing or altering any such improvements to any Common Areas or Common Maintenance Areas, which the Declarant in Declarant's sole discretion, deems for the benefit and enhancement of said areas and the Association in general; Section 5.4. Dumping in Common Areas or Common Maintenance Areas. No trash, construction debris or waste, plant or grass clippings or other debris of any kind, nor any hazardous waste (as defined in federal, state or local law or regulation) shall be dumped, deposited or placed on any Common Areas, Common Maintenance Areas or Easements. The Declarant, (during the Development Period) and the Board thereafter, shall retain the rights for enforcement and initiation of penalties for violations of this policy; Section 5.5. Landscaping and Fencing. No permanent structures or landscaping of any kind, including fences, walls or shrubs, may be built or placed within any right-of-way easements, or other easements as delineated on the Plat except as deemed appropriate by the Board. This prohibition shall not apply to the landscape and fence/monument sign improvements, if any, installed by the Declarant, nor shall this Section prohibit the Association from installing additional improvements or landscaping within the designated Common Areas or Common Maintenance Areas, nor shall this Section prohibit the installation of fences by Lot Owners on property lines as may be otherwise allowed in this Declaration, nor shall this Section prohibit the installation of landscaping on private lot areas encumbered by utility easements not otherwise restricted in this Declaration as to landscaping. Also, this prohibition shall not apply to landscaping of front or side yard areas of Lots extending up to the edge of the curb or sidewalk in the public right-of-way as further set forth in Article 11, Section 13 of this Declaration. SOUNDVIEW MANOR CC&Rs Page 11 3 SoundveiwManor.CC&Rs.041216.doc ARTICLE 6 MAINTENANCE OF THE COMMON AREAS AND COMMON MAINTENANCE AREAS DELEGATION OF MANAGEMENT Section 6.1. Maintenance of Common Areas. Maintenance of the Common Areas and all improvements thereon, shall be the sole responsibility of the Association and shall include, but not be limited to, maintenance of the Common Areas including the tracts as depicted on the plat.. All maintenance of Lots and Residences located on the Property shall be the sole obligation of the Owner, provided, however, the Association may, from time to time, provide certain common maintenance of Lots and Residences as may be determined to be in the best interests of all Owners. The Association shall maintain and regulate the use of the Common Areas for the benefit of each Lot within the Plat and shall do all reasonable things necessary to preserve and maintain the Common Areas for the purpose intended. It shall be the responsibility of the Association to maintain anything that is delineated under Article 1, Section 5, and any improvements thereon to preserve the value of said Tracts for the use and enjoyment of the Members of the Association in accordance with all restrictions and limitations established for said Tracts through this Declaration, the laws and ordinances of Pierce County, Washington, and all other applicable statutes and regulations. The Declarant, during the Development Period, and the Board following the Development Period, shall have the exclusive right to establish use and operation standards for said Common Areas to preserve the value and desirability of said Common Areas for the enjoyment of the Members of the Association. Notwithstanding the foregoing, all costs and expenses paid by the Declarant in connection with the maintenance and operation of the Common Areas shall be reimbursed by the Association from the initial general assessments described in Article 7 below; Section 6.2. Responsibilily for Maintaining Common Maintenance Areas. The Association is responsible for maintaining and preserving the character of areas designated on the face of the Plat as Common Maintenance Areas, or as defined in this Declaration as Common Maintenance Areas. Common Maintenance Areas have been set aside for landscaping and community identification purposes. The Association shall maintain Tracts C & D for landscaping a entry monument; Tracts E, F, & G as natural open space; and Tract H the pedestrian path. Section 6.3. Repair of Common Areas and Common Maintenance Areas. Any damage to the Common Areas or Common Maintenance Areas or improvements thereon, including landscaping plantings, fences, berms, etc., by the Owners or their children or guests shall be repaired within one (1 ) week by the Owners who (or whose children or guests) caused the damages. If the damage cannot reasonably be repaired within one (1 ) week, the time for the Owner to repair the Property shall be extended to the time reasonably required to SOUNDVIEW MANOR CC&Rs Page 12 3 SoundveiwManor.CC&Rs.041216.doc repair the Property, provided that the Owner promptly begins, and diligently pursues, the repair of the damage. If such repairs are not made timely, the Association shall execute the repair and the Owner will be obligated to immediately pay the Association or its designee for the repair. If the Owner fails to promptly make payment for such repairs, the Owner will be charged interest at the rate of twelve percent (12%) per annum on the payment due, the payment due shall be a personal liability of the Owner and the amount of the payment due shall be a lien on the Owner's Lot; Section 6.4. Landscape Maintenance. It shall be the responsibility of the Association to maintain the landscaping and entry monuments, if any, located at the entrance into Soundview Manor, and any landscaping improvements installed on the Tracts or easement areas owned or administered by the Association. Section 6.5. No Improvements in Easements or Tracts. The Association shall not permit any structures, filling, grading or obstruction to be placed in violation of applicable governmental ordinances or codes. Section 6.6. Management. Each Owner expressly covenants that the Declarant, (during the Development Period) and the Board thereafter, may delegate all or any portion of their management authority to a managing agent, manager or officer of the Association and may enter into such management contracts or other service contracts to provide for the maintenance of the Common Areas and Common Maintenance Areas and any portion thereof. Any management agreement or employment agreement for the maintenance or management may be terminable by the Association without cause upon ninety (90) days written notice thereof, the term of any such agreement shall not exceed three (3) years, renewable by agreement of the parties for successive periods of up to three (3) years each. Each Owner is bound to observe the terms and conditions of any such management agreement or employment contract, all of which shall be made available for inspection by any Owner upon request. Any fees or salaries applicable to any such management, employment or service agreement shall be assessed to each Owner. ARTICLE 7 ASSESSMENTS Section 7.1. Obligation of Owners. Each Owner of any Lot, by acceptance of a deed thereof, whether it shall be so expressed in each deed, is deemed to covenant and agree to pay to the Association (1) annual assessments in such amounts as may be determined by the Board as necessary to satisfy the estimated common expenses for the common areas and other property of the Association. The amount of the common expenses shall be pro -rated equally among all Lots; (2) special assessments for capital improvements; (3) a one-time initial assessment of $500.00 representing each Lot Owner's pro-rata share of reimbursement to the Declarant for such sums advanced by the Declarant for Plat improvements, landscaping, lighting, signage, fencing, etc. No assessments shall be due and payable by Declarant. If the SOUNDVIEW MANOR CC&Rs Page 13 3 SoundveiwManor.CC&Rs.041216.doc Owner of any Lot fails to timely pay any assessments within thirty (30) days of the date specified by the Association or Declarant (during the Development Period), the annual and special assessments, together with any interest, costs and any reasonable attorneys' fees incurred in attempting to collect the assessment, shall be a lien on the owner's lot and shall also be the personal obligation of the person who is the Owner of such Property at the time when the assessment fell due. The personal obligation for delinquent assessments shall continue even if the Owner subsequently transfers legal or equitable title to the Lot; however, the personal obligation for delinquent assessments shall not pass to the delinquent Owner's successors in ownership of the Lot unless expressly assumed by the successor(s). The Association shall record with the Pierce County Auditor an acknowledged affidavit setting forth the facts of the assessment and the delinquency and such recorded affidavit shall constitute lien on the owner's lot until discharged either by payment or foreclosed as provided for in this Declaration; Section 7.2. PurRose of Assessments. The assessments levied by the Association shall be used exclusively to (a) promote the recreation, health, safety and welfare of the residents of the Property, and (b) for the improvements and maintenance of the Common Areas and Common Maintenance Areas as provided in Article 6, with the amount based upon the estimated costs as well as reasonable provision for reserves; Section 7.3. Annual Assessments. Until December 31, 2015, the annual assessment shall be $500.00 per Lot except those Lots exempted in Section 7.1. The annual assessment may be increased (after December 31, 2015) during the Development Period to reflect the increased (1 ) maintenance costs, (2) repair costs, or (3) plat management costs. All increases during the Development Period must directly reflect increase in the above recited costs. During the Development Period, the Declarant shall have the authority to reduce the annual assessments if economic data supports such a reduction because of reduced maintenance costs or other anticipated Association expenses. (a) After the Development Period expires, the annual assessment may not be increased each year more than ten percent (10%) above the maximum assessment for the previous year without a vote of the membership pursuant to Section 3(b) of Article 7 of this Declaration. (b) After the Development Period expires, the annual assessment may be increased by more than ten percent (10%) over the previous year's maximum annual assessment only if two-thirds (2/3) of the members of the Association, who are voting in person or by proxy at a meeting duly called for this purpose, consent to such an increase. (c) After the Development Period expires, the Board of Directors shall fix the annual assessment in accord with the above -recited standards. SOUNDVIEW MANOR CC&Rs Page 14 3 SoundveiwManor.CC&Rs.041216.doc Section 7.4. Special Assessments for Capital Improvements. In addition to the annual assessments authorized above, the Association (or during the Development Period, the Declarant) may levy, in any assessment year, a common assessment, applicable to that year only, for the purpose for defraying, in whole or in part, the cost of any construction, reconstruction, repair or replacement of a capital improvement upon the Common Maintenance Areas not prohibited by this Declaration, including fixtures and personal property related thereto, provided that any such assessment for those capital improvements or repairs exceeding $5,000.00 shall have the assent of two-thirds (2/3) of the members of the Association who are voting in person or by proxy at a meeting duly called for this purpose. This $5,000.00 threshold shall be increased by five percent (5%) each year commencing in January, 2001. Only one such special assessment of any kind may be levied in any fiscal year and only one such assessment may be levied in any five year period for any project that is a continuation of a project for which there has previously been a special assessment. Section 7.5. Notice and Quorum for any Action of the Association. Written notice of the place, day, hour and purpose of any meeting called for the purpose of taking action by the Association as authorized by this Declaration shall be sent to all members not less than fourteen (14) days nor more than sixty (60) days in advance of the meeting, and in such manner as may be specified by the Bylaws of the Association. At the first meeting called, the presence of sixty percent (60%) of the members of the Association or of proxies entitled to cast sixty percent (60%) of the votes of the Association shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement; the required quorum at the subsequent meeting shall be one-half of the required quorum at the preceding meeting. In the event that a quorum is still not achieved at the second meeting, then the Declarant, during the Development Period, and the Board thereafter, shall have the sole and exclusive authority to initiate a special assessment and carry out the capital improvements more fully described in Section 7 herein without first obtaining the approval of the required number of members of the Association. Section 7.6. Uniform Rate of Assessment. Both the annual and special assessments must be fixed at a uniform rate for all Lots, provided, however, that any Lot owned by the Declarant shall not be subject to any assessments or charges described in this Declaration. Assessments shall be collected on a monthly, bi-monthly, quarterly, annual, or one-time basis as determined by the Declarant during the Development Period or by the Board for periods thereafter. Section 7.7. Date of Commencement of Annual Assessment,• Due Dates. The annual assessments described in this Article shall commence immediately upon the closing of the sale of a Lot. The first annual assessment for each Lot owner shall be pro -rated from the day that the sale closed through the first day of the first month after the calendar month in which the Declaration is recorded. SOUNDVIEW MANOR CC&Rs Page 15 3 SoundveiwManor.CC&Rs.041216.doc After the Development Period expires, the Board of Directors of the Association shall fix the annual assessment. Written notice of the annual assessment shall be sent to every Owner subject to such assessments. The due date shall be established by the Board of Directors. The Association, or its agent, shall, upon demand and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether the assessment on a specified Lot has been paid. A properly executed certificate of the Association as to the status of assessments on a Lot is binding upon the Association as of the date of its issuance. Section7.8. Effect of Non -Payment of Assessments: Remedies of the Association. Any assessment not paid within thirty (30) days after the due date shall bear interest from the due date until paid at the rate of twelve percent (12%) per annum. Each Owner hereby expressly vests in the Declarant during the Development Period, or the Association thereafter, or their agents the rights and powers to bring all actions against such Owner personally for the collection of such assessments as debts and to enforce lien rights of the Association by all methods available for the enforcement of such liens, including foreclosure by an action brought in the name of the Association in a like manner as a mortgage of real property. Such Owner hereby expressly grants to the Declarant or to the Association, as applicable, the power of sale in connection with such liens. The liens provided for in this Section shall be in favor of the Declarant or the Association, as applicable, and each shall have the power to bid in an interest at a foreclosure sale and to acquire, hold, lease, mortgage and convey the same. The Owner is responsible for the payment of all attorneys' fees incurred in collecting past due assessments or in enforcing the terms of assessment liens. No Owner may waive or otherwise escape liability for the assessments provided in this Article by non-use of the Common Areas, Common Maintenance Areas or abandonment of his or her Lot. The Association shall have the right to suspend the voting rights and enjoyment of Common Areas of an Owner for any period during which any assessment against the Lot remains unpaid thirty (30) days after it is delinquent and for a period not to exceed sixty (60) days per infraction for any infraction of the terms of either this Declaration, the Articles or the Bylaws of the Association, or of any official, published rules and regulations of the Association. Section 7.9. Subordination of the Lien to Mortgage. The lien for assessments, provided for in this Article, shall be subordinate to the lien of any first mortgage or first deed of trust ("first mortgage"). Sale or transfer of any Lot shall not affect the assessment lien. However, the sale or transfer of any Lot pursuant to a mortgage foreclosure or any proceeding in lieu thereof, or the first mortgage holder's acceptance of a deed in lieu of foreclosure, shall extinguish the lien created pursuant to this Article as to payments which become due prior to such sale or transfer. No sale or transfer, however, shall (a) relieve such Lot Owner or Lot from liability for any assessments thereafter becoming due nor from the lien thereof, nor (b) shall relieve the delinquent Owner from personal liability for the amount of the payments which became due prior to such sale or transfer and the costs and attorney's fees. SOUNDVIEW MANOR CC&Rs Page 16 3 SoundveiwManor.CC&Rs.041216.doc Section 7.10. Exem t Pro ert . All property dedicated to and accepted by local public authority shall be exempt from the assessments provided for in this Article. Property and Lots within the plat of Soundview Manor owned by the Declarant, and all Common Areas, shall be exempt from any and all assessments provided for in this Declaration. This Section shall apply notwithstanding any other provision to the contrary in this Declaration. Section 7.11. Management by Declarant During the Development Period. Declarant, at its option, shall have and may exercise all of the rights and powers herein given to the Association. Such rights and powers are reserved by the Declarant, its successors and assigns as provided in Article 2. Declarant shall have the right and option to assess Owners for actual costs in maintaining Common Areas, Common Maintenance Areas and rights -of -way and to assess a Plat management fee during the development period. ARTICLE 8 MAINTENANCE OF LOTS Section 8.1. Exterior Maintenance by Owner. Each Lot and Residence shall be maintained by the Owner in a neat, clean and sightly condition at all times and shall be kept free of accumulations of litter, junk, containers, equipment, building materials and other debris. All landscaping areas, including landscaping extending into the City right-of-way, shall be regularly maintained and trimmed to present a clean, neat and well -maintained appearance. All refuse shall be kept in sanitary containers screened from the view of any Lot; the containers shall regularly be emptied and the contents disposed of off the Property. No grass cuttings, leaves, limbs, branches and other debris from vegetation shall be dumped or allowed to accumulate on any part of the Property, except that a regularly tended compost device shall not be prohibited. Section 8.2. Vehicle Parking and Storage. No Vehicle may be parked on any sidewalk areas or building Lots, except on driveways or parking areas which areas shall be hard -surfaced. Only the cars of guests and visitors may be parked on the streets and shall not remain for more than 48 hours. All other vehicles shall be parked in garages or on driveways located entirely on a Lot. No storage of goods, vehicles, boats, trailers, trucks, campers, recreational vehicles or other equipment or device shall be permitted in open view from any Lot or right of way. (Vehicles, boats, trailers, trucks, campers and recreational vehicles shall be referred to as "Vehicles") This provision shall not exclude parking of up to two (2) automobiles owned or used by the Lot Owner on the driveway areas adjacent to the garages on the Lot. This paragraph is also not meant to disallow permanent (more than 24 hours) parking or storage of Vehicles on the Lots, but if stored, Vehicles shall be adequately screened from the view of adjacent rights -of -way and Lots. Screening of such Vehicles must have the approval of the Committee. Upon 48 hours' notice to the Owner of an improperly parked Vehicle, the Board has the authority to have towed, at the Owner's expense, any Vehicles, (except automobiles owned or used by the Lot Owners and their invitees and parked on the driveway areas or in the garage on the Lot), still visible from the right-of-way or adjacent SOUNDVIEW MANOR CC&Rs Page 17 3 SoundveiwManor.CC&Rs.041216.doc Residences that have been parked on any Lot or within the right-of-way for more than 24 hours. Notwithstanding the foregoing, Owners who have visiting guests intending to stay in such a Vehicle may secure written permission from the Board for such guests to park the Vehicle upon the Lot owned by the Owner for a maximum period of one (1) week. Such a privilege shall only exist, however, after the written permission has been obtained from the Board. Section 8.3. Easements for Enforcement Pu oses. Owners hereby grant to the Association an express easement for the purposes of going upon the Lots of Owners for the purpose of removing Vehicles or other similar objects which are parked or stored in violation of the terms of this Declaration. Section 8.4. Lot Maintenance by the Association. In the event that an Owner shall fail to maintain the exterior of his premises and the improvements situated thereon in a manner consistent with the maintenance standards of the Soundview Manor community, including maintenance of landscaping required in the adjacent right-of-way as set forth in Section 11.13, the Board shall, upon receipt of written complaint of any Owner and the subsequent investigation which verifies the complaint, have the right through its agents and employees to enter upon the offending Owner's Lot and repair, maintain and restore the Lot and exterior of the improvements on that Lot if the Owner shall fail to respond in a manner satisfactory to the Board within forty-five (45) days after mailing notice by certified mail to the last known address of the Owner. The cost of such repair, maintenance or restoration shall be assessed against the Lot, and the Board shall have the right to cause to be recorded a notice of lien for reasonable expenses, labor and materials furnished, which lien may be enforced in the manner provided by this Declaration for enforcement of liens for assessments. Section 8.5. Enforcement During the Development Period. During the Development Period, the Declarant may elect to exercise and perform the functions of the Board. If the Declarant elects not to perform this function or at any time elects to no longer perform this function, the Declarant shall appoint the Temporary Board to function as provided herein. ARTICLE 9 HOMEOWNER'S ASSOCIATION Section 9.1. Non -Profit Corporation. The Association shall be a nonprofit corporation under the laws of the state of Washington. The rights and duties of the members and of the Association shall be governed by the provisions of this Declaration, the Articles of Incorporation and Bylaws of the Association and such other Rules and Regulations as the Association may hereafter adopt. Section 9.2. Membership. Every person or entity (including Declarant) who is an Owner of any Lot shall become a member of the Association. Membership shall be SOUNDVIEW MANOR CC&Rs Page 18 3 SoundveiwManor.CC&Rs.041216.doc appurtenant to the Lot and may not be separated from ownership of any Lot and shall not be assigned or conveyed in any way except upon the transfer of title to, or a real estate contract vendee's interest in, said Lot and then only to the transferee of either the title to the Lot or the vendee's interest in the Lot. All Owners shall have the rights and duties specified in this Declaration, the Articles of Incorporation and the Bylaws of the Association. Section 9.3. Voting Rights. Each Lot shall be permitted one vote. The voting rights of any Owner may be suspended as provided for either in this Declaration, or in the Articles, or in the Bylaws of the Association. Section 9.4. Meetings. Meetings shall be conducted in accord with the Bylaws of the Soundview Manor Homeowner's Association. ARTICLE 10 MANAGEMENT BY BOARD Section 10.1. Expiration of the Development Period. Upon the expiration of the Declarant's management authority under Article 2, all administrative power and authority shall vest in a Board of one (1) to five (5) directors. The Association, by amendment of the Bylaws, may increase the number of directors. All Board positions shall be open for election at the first annual meeting after termination of the Development Period under Article 2. Section 10.2. Terms. The terms which the Board members will serve are defined in the Bylaws. Section 10.3. Powers of the Board. All powers of the Board must be exercised in accordance with the specifications which are set forth in the Bylaws. The Board, for the benefit of all the Property, and the Lot Owners, shall enforce the provisions of this Declaration and the Bylaws. In addition to the duties and powers imposed by the Bylaws and any resolution of the Association that may be hereafter adopted, the Board shall have the power and be responsible for the following, in a way of explanation but not limitation: (a) Insurance. At such times as the Board deems appropriate, the Board shall cause the Association to purchase and maintain as a common expense such policies of liability and other insurance as the Board deems advisable. The Board shall provide for the Association to continuously maintain in effect such casualty, flood and liability insurance and a fidelity bond meeting the insurance and fidelity bond requirements for a planned unit development project established by Federal National Mortgage Association, Federal Home Loan Mortgage Corporation, Veterans Administration and the Government National Mortgage Association, so long as any of them are a mortgagee or Owner of a Lot with the project, except to the extent such coverage is not available or has been waived in writing by Federal National Mortgage Association, Federal Home Loan Mortgage Corporation, Veterans Administration, and the Government National Mortgage Association. The Board shall obtain SOUNDVIEW MANOR CC&Rs Page 19 3 SoundveiwManor.CC&Rs.041216.doc as of the date on which the first Lot is transferred from the Declarant to an Owner Occupant, and shall maintain at all subsequent times, a general comprehensive liability insurance policy insuring the Board, the Association and the directors and officers of the Association against any liability to the public or to the Owners and their invitees or tenants incident to the ownership or use of the Common Area or Common Area Improvements. Said insurance shall be in an amount determined by the Board but shall not be less than $1,000,000.00 covering all claims for personal injury or death and/or property damage arising out of a single occurrence; (b) Legal and Accounting Services. Obtain legal and accounting services if necessary to the administration of Association affairs, administration of the Common Areas and Common Maintenance Areas, or the enforcement of this Declaration; (c) Maintenance. Pay from Association funds, all costs of maintaining the Common Area' and Common Maintenance Areas; (d) Maintenance of Lots. Subject to the requirements of this Declaration, maintain any Lot if such maintenance is reasonably necessary in the judgment of the Board to (1) protect Common Maintenance Areas, or (2) to preserve the appearance and value of the Property or Lot. The Board may authorize such maintenance activities if the Owner or Owners of the Lot have failed or refused to perform maintenance within forty-five (45) days (or such other reasonable period of time that shall be determined by the Board) after written notice of the necessity of such maintenance has been delivered by the Board to the Owner or Owners of such Lot, provided that the Board shall levy a special assessment against the Owner or Owners of such Lot and the Lot for the cost of such maintenance; (e) Discharge of Liens. The Board may also pay any amount necessary to discharge any lien or encumbrance levied against the entire Property or any part thereof which is claimed or may, in the opinion of the Board, constitute a lien against the Property rather than merely against the interest therein of particular Owners. Where one or more Owners are responsible for the existence of such liens, they shall be jointly and severally liable for the entire cost of discharging the lien(s) and all of any costs or expense, including reasonable attorneys' fees and costs of title search incurred by the Board by reason of such lien or liens. Such fees and costs shall be assessed against the Owner or Owners and the Lot(s) responsible to the extent their responsibility; (f) Utilities. Pay all utility charges attributable to Common Areas and Common Maintenance Areas; (g) Security. Pay all costs deemed appropriate by the Board to insure adequate security for the Lots and Common Areas and Common Maintenance Areas constituting the residential community created on the Property; SOUNDVIEW MANOR CC&Rs Page 20 3 SoundveiwManor.CC&Rs.041216 doe (h) Right to Contract. Have the exclusive right to contract for goods, services, maintenance and capital improvements provided, however, that such right of contract shall be subject to the provisions of this Declaration; (i) Improvement of Common Areas and Common Maintenance Areas. Improve the Common Areas and Common Maintenance Areas with capital improvements to such Common Areas and Common Maintenance Areas; provided that all capital improvements are subject to the procedures set forth in this Declaration; 0) Right of Entry Enter any Lot or Residence, when reasonably necessary, in the event of emergencies or in connection with any maintenance, landscaping or construction for which the Board is responsible. Except in cases of emergencies, the Board, its agents or employees shall attempt to give notice to the Owner or occupant of any Lot or Residence twenty-four (24) hours prior to such entry. Such entry must be made with as little inconvenience to the Owners as practicable, and any damage caused thereby shall be repaired by the Board, at the Association's expense, if the entry was due to an emergency (unless the emergency was caused by the Owner of the Lot entered, in which case the cost shall be specially assessed to the Lot and against the Owner of the Lot). If the repairs or maintenance activities necessitated by the Owner's neglect of the Lot, the cost of such repair or maintenance activity shall be specially assessed to that Lot and against the Owner of that Lot. If the emergency or the need for maintenance or repair was caused by another Owner of another Lot, the cost thereof shall be specially assessed against the Owner of the other Lot and against the other Lot; (k) Promul,&ation of Rules. Adopt and publish any rules and regulations governing the members and their guests and establish penalties, including fines, for any infraction thereof; (1) Declaration of Vacancies. Declare the office of a member of the Board to be vacant in the event that a member of the Board is absent from three (3) consecutive regular meetings of the Board; (m) Employment of Manager., anager Employ a manager, an independent contractor, or such other employees as the Board deems necessary and describe the duties of such employees; (n) Payment for Goods and Services. Pay for all goods and services required for the proper functioning of the Common Areas and Common Maintenance Areas; (o) Impose Assessments. Impose annual and special assessments; (p) Bank Account. Open a bank account(s) on behalf of the Association and designate the signatories required; and, SOUNDVIEW MANOR CC&Rs Page 21 3 SoundveiwManor.CC&R&041216.doc (q) Exercise of Powers Duties and Authority. Exercise for the Association all powers, duties and authority vested in or delegated to the Association and not reserved to the membership by other provisions by the Bylaws, Articles of Incorporation or this Declaration. The Board shall have all powers and authority permitted to it under this Declaration and the Bylaws. However, nothing herein contained shall be construed to give the Board the authority to conduct a business for profit on behalf of all the Owners or any of them. ARTICLE 11 LAND USE RESTRICTIONS Section 11.1. Use of Lots. All Lots within the Property shall be used solely for private single-family residential purposes and not for business purposes, provided, however, that within such single family residences the Owner(s) thereof may, upon formal written application to the Board, request permission to operate an in home business. No business or commercial uses may be permitted if the business or commercial activities within a residence are of a nature that are not visible from the exterior of the residence and do not create any unreasonable impact on the neighborhood either from noise, signs, storage of materials, odors or otherwise. Section 11.2 Residential Conditions and Standards. All residential structures shall comply with the following conditions and standards: a. Total square footage of homes within Soundview Manor (exclusive of garages) shall be a minimum of 1800 square feet for single story houses and 2400 square feet for two story houses. b. The front yard, side yard and rear yard setback for all homes shall comply with applicable governmental ordnances and codes. Section 11.3. Use of Lot Not To Interfere With Rights of Others. No Lot shall be used in a fashion which unreasonably interferes with any other Owner's right to use and enjoy the other Owner's Lots. The Board, the Committee designated by it, or the Declarant during the Development Period, shall determine whether any given use of a Lot unreasonably interferes with those rights; such determinations shall be conclusive. Section 11.4. No Offensive Activity on Lots. (a) No noxious or offensive activity shall be conducted on any Lot, nor shall anything be done or maintained on the Property which may become an activity or condition which unreasonably interferes with the rights the Declarant gives other Owners to use and enjoy any part of the Property. No activity or condition shall be conducted or maintained on any part of the Property which detracts from the value of the Property as a residential community. No untidy or unsightly condition shall be maintained on any property. Untidy SOUNDVIEW MANOR CC&Rs Page 22 3 SoundveiwManor.CC&Rs.041216.doc conditions shall include, but are not limited to, publicly visible storage of wood, boats, trailers, mobile homes, recreational vehicles, disabled vehicles of any kind whatsoever, except where specifically provided for said purposes by the Declarant or the Board within the community, if at all, and landscaping which is not properly maintained. The Board (or the Declarant during the Development Period) shall make the final determination of any violations of this section; and, (b) Notwithstanding anything in Section 3(a) of this Article 11 to the contrary, during the Development Period the Declarant may permit trailers ("temporary trailers) or home(s), which may be used by the Declarant and its authorized representatives, to be placed upon Owner's Lots to facilitate the sale of the Lots and the construction of residences (and residence -associated improvements) upon the Lots. Section 11.5. Fences. As used in this Declaration "fencing" shall mean any barrier or wall other,than natural living organic vegetation including trees and shrubs. The maximum height of any fence located on any lot shall be six (6) feet and shall be made of cedar. Fences, walls or shrubs are permitted on side and rear property lines, and up to the front wall (facade) the residential structure. All fences are subject to (1 ) the approval of the Committee and (2) determination whether such fences, walls or shrubs would interfere with utility easements reflected on the face of the Plat and other easements recorded elsewhere. In no event shall any fences be allowed between the front Lot line and the front wall (fascade) of the primary Residence. Section 11.6. No Mobiles or Trailers. No mobile or "manufactured" homes, trailers, structures of a temporary character, recreational vehicles, tent, shack, garage, barn or other outbuildings shall be used on any Lot at any time as a Residence, either temporarily or permanently. No vehicles parked in public rights -of -way may be used temporarily or permanently for residential purposes. Section 11.7. Mini n No oil drilling, oil development operations, oil refining, quarrying or mining operation of any kind shall be permitted on or in any Lot, nor shall oil wells, tanks, tunnels, mineral excavation or shafts shall be permitted on or in any Lot. No derrick or other structures designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any Lot. Section 11.8. Building Setbacks. No structures shall be located closer to the front line or nearer to the side street line than minimum dwelling setback lines required by relevant public zoning ordinances or by this Declaration. For the purpose of this Declaration, eaves, steps, chimneys and open porches shall not be considered as part of the dwelling; provided, however, that this shall not be considered to permit any portion of a dwelling on a Lot to encroach any required setbacks by local codes, or to encroach upon another Lot or upon any easements indicated on the face of the Plat or as otherwise recorded, or upon the Common Areas or Common Maintenance Areas. In no event shall any structures violate any provisions SOUNDVMW MANOR CC&Rs Page 23 3 SoundveiwManor.CC&Rs,041216.doc ` of any City zoning ordinance, or any specific setbacks as set forth on the recorded plat map, or any setbacks imposed through the establishment of easements for utilities or access. Section 11.9. Signs. No signs, billboards, or other advertising structures or device shall be displayed to the public view on any Lot except one (1) sign not to exceed three square feet in area may be placed on a Lot to offer the property for sale or rent and with the exception of any entry monumentation and signage which may be installed by the Declarant. Political yard signs, not more than three (3) square feet in area, of a temporary nature, not to exceed sixty (60) days, will be allowed during campaign periods on Lots. Within five (5) days after the date of the election to which the sign refers, such signs must be removed from Lots. This Section 11.9 (including, but not limited to, the restrictions on the number of signs and the sign size limit) shall not apply to signs approved under Subsection (1) of Article 11 by the Declarant during the Development Period. (1) The Declarant may establish, for the duration of the Development Period, signage guidelines and standards for Lot identification signs, realtor identification signs, "for sale" signs and other signage that may be placed by parties other than the Declarant on any part of the Lots within Soundview Manor, the Common Areas, the Common Maintenance Areas or public rights -of -way. The Declarant may also develop an overall theme for signage within the project, including specific requirements for physical sign installations and size requirements, which theme will be the established guidelines and standards for signage in Soundview Manor during the Development Period. (2) During the Development Period, the Declarant shall have the sole and exclusive right to approve, in the Declarant's sole discretion, any and all signage installations within any part of the real property encompassed within the plat of Soundview Manor, including the adjacent rights -of -way. Every Owner of a Lot in Soundview Manor and any builder or real estate agent on behalf of an Owner, shall submit any proposed signs to the Declarant for approval prior to installation of the signs. (3) During the development period, any signs not specifically approved by the Declarant found anywhere within Soundview Manor, the Common Areas, the Common Maintenance Areas, on any lot, (or any other portion of the property identified on the attached Exhibit "A"), or on adjacent rights -of -way, may be promptly removed and disposed of by the Declarant. The absolute right of the Declarant to remove unauthorized signs from the Property or adjacent rights -of -way specifically includes, but is not limited to, the Declarant's right to remove any all signs placed by real estate agencies or their representatives, including temporary reader board signs and other signage installations. (4) No person, including but not limited to, the person or persons owning any interest in the signs removed, shall be entitled to compensation of any kind for sign(s) removed by Declarant pursuant to this Section. SOUNDVIEW MANOR CC&Rs Page 24 3 SoundveiwManor.CC&Rs,041216.doe (5) The Board may cause any sign placed on the Property or any adjacent rights -of - way, in violation of this Article 11, Section 9, to be removed and destroyed without compensation of any kind to any one including, but not limited to, any persons having an ownership interest in the sign. This Section shall not apply to signage placed by Declarant (see Section 9(d) of this Article 11). (6) Additional signage may be installed by Declarant during the Development Period to promote the sale of Lots or houses and to promote Declarant's project and company and representatives. Notwithstanding anything in this Section 9 of Article 11 to the contrary, signs placed by the Declarant shall not be subject to any sign restrictions. The Declarant shall not be subject to any guidelines or standards established by Declarant for other parties pursuant to this Section 11.9. (7) Under no circumstances shall the Declarant be liable for, or be required to pay, for all or any part of the construction, installation or maintenance of any signs which are placed upon any Lot not owned by the Declarant. Section 11.10. Animals. No animals, except dogs, cats, caged birds, fish in tanks, and other small household pets, will be permitted on Lots. Dogs shall not be allowed to run at large or to create a disturbance for other Owners in the plat. No animals will be allowed to be leashed, chained or otherwise tied to any portion of the front or sides of Residences. All owners, their invitees and tenants shall comply with all City ordinances regarding animals on their lots or in the right-of-way and the Association or any owner may enforce, to the extent permitted by law, those City ordinances and regulations by means as set forth in this Declaration. All pens and enclosures must be screened from view of other Residences and Lots and must be approved by the Committee prior to construction and shall be kept clean and odor free at all times. If the investigation of the Board indicates that animals are kept in violation of this Section, the Declarant, during the Development Period, or the Board thereafter, will give the Owner ten (10) days written notice of the violation. Such violation must be remedied by the Owner within such ten (10) day period. Failure to comply with the written notice will result in a fine of $25.00 per day. Any fine imposed by this Section shall be the personal obligation of the fined Owner and a lien on the Lot of the fined Owner. The Association shall be entitled to attorneys' fees, costs and expenses for any action taken to collect such fines in accordance with the provisions of this Declaration. Section 11.11. Driveways. All driveways shall be paved with concrete, unless otherwise approved by the Committee. Section 11.12. Delegation of Use and Res onsibilities. Any Owner may delegate, to members of his family or his tenants, in accordance with the Bylaws of Soundview Manor Homeowner's Association, the Owner's right of enjoyment of Common Areas and Common Maintenance Areas. In the event an Owner rents or leases his property, a copy of this Declaration, as well as any rules and regulations that may be adopted by the Association, shall SOUNDVIEW MANOR CC&Rs Page 25 3 SoundveiwManor.CC&Rs.041216.doc } be made available by the Owner to the prospective renter at the time of commitment to the rental agreement. Each Owner shall also be responsible for informing guests and service personnel of the contents of this Declaration, as well as any rules and regulations that may be adopted by the Association as they may relate to appropriate community behavior. Each Owner personally, and the Owner's Lot, shall be responsible for any damages to any Common Areas and Common Maintenance Areas (or any other area maintained by the Association) or to any other Association property, whether real or personal, caused by an Owner, the Owner's family, guest, tenant, agent, workman, contractor or other licensee or invitee. The Association shall have a lien upon the Owner's Lot for the amount of the damages. Section 11.13. Landscapin Staff The entire front yard landscaping should be installed prior to occupancy (weather permitting). The entire landscaping, including the remaining portion of the side and rear yard, shall be installed within six (6) months of the issuance of a Certificate of Occupancy. Each Lot Owner shall be responsible for installing and maintaining the landscaping within the adjacent right-of-way. If inclement weather conditions prevent the timely installation of said landscaping improvements for either front or back yard, the Lot Owner must make application to the Committee for an extension of time until weather conditions sufficiently improve. "Front yard" shall be defined as the lot area extending from the front property line back to a line measured parallel with the front property line which would coincide with the front wall of the main dwelling on the Lot, exclusive of any garage projections. The front yard landscaping shall include all of the adjacent street right-of-way along the Lot frontage and side frontage out to the edge of the curb or sidewalk in the street. Each Lot Owner shall be responsible for installing and maintaining the landscaping within this adjacent right-of-way, except as otherwise provided above. ARTICLE 12 BUILDING RESTRICTIONS Section 12.1. Building Materials. All homes constructed on each Lot shall be built of new materials, with the exception of "decor" items such as used brick, weathered planking, and similar items. The Committee will determine whether a used material is a "decor" item. In making this determination, the Committee will consider whether the material harmonizes with aesthetic character of the Soundview Manor development and whether the material would add to the attractive development of the subdivision. All roofs are to be black dimensional composition with a minimum 30 year warranty. There shall be no T-111 type siding permitted. The exterior of all construction on any Lot shall be designed, built and maintained in such a manner as to blend in with the natural surroundings and landscaping within Soundview Manor. Exterior colors must be approved by the Committee. Exterior trim, fences, doors, SOUNDVIEW MANOR CC&Rs Page 26 3 SoundveiWManor.CC&Rs.041216.doc railings, decks, eaves, gutters and the exterior finish of garages and other accessory buildings shall be designed, built and maintained to be compatible with the exterior of the structure they adjoin. The Committee or Board will establish an approval process and color guidelines. Any change of color of the exterior of any existing home within Soundview Manor is subject to the same approval process. Section 12.2. Maintenance of Lots During the Construction Period. Each Lot Owner, exclusive of the Declarant, shall have a responsibility to generally maintain the Lot in either a natural forested condition prior to any clearing, or in a neat and clean appearance after construction commences for a Residence on said Lot. After clearing of vegetation for construction, the debris from the clearing operation shall be promptly removed from the Lot and disposed of off site within twenty (20) days. During construction of each Residence, periodic efforts shall be made by the Owner, or the Owner's construction representatives, to pick up scrap materials and other construction debris and to periodically dispose of said materials. This shall be done at least weekly. Upon completion of the construction on any Lot and prior to the occupancy of the structure, the Lot Owner shall be responsible for keeping the landscaping improvements and the structure itself in a clean and neat appearance. This shall include the responsibility for regular landscape maintenance, watering, trimming, and upkeep to present a finished, manicured appearance of said premises from the adjacent right-of-way. In the event that the Lot Owner, or Owner's construction representative(s), fails to meet the standards set forth in this Section, the Board shall have the right to complete such clean-up activity in accordance with the provisions as set forth in Article 8. Section 12.3. Permits. No construction or exterior addition or change or alteration of any structure may be started on any portion of the Properties without the Owner first obtaining a building permit and other necessary permits from the proper local governmental authority, and written approval of such permits from the Committee or the Declarant, as well as plan check approval as set forth in this Declaration. Section 12.4. Codes. All construction shall conform to the requirements of applicable Building Rules and Regulations and Uniform Codes (building, mechanical, plumbing and wiring), in force at the commencement of the construction, including the latest revisions thereof. Section 12.5. The Time of Completion. The exterior of any structures, including painting or other suitable finish and front yard landscaping, shall be completed within nine (9) months of the beginning of construction so as to present a finished appearance when viewed from any angle. The construction area shall be kept reasonably clean during the construction period. SOUNDVIEW MANOR CC&Rs Page 27 3 SoundveiwManor.CC&Rs.041216.doc Section 12.6. Entry for Inspection. Any agent, officer or member of the Board, Committee or (during the development period) the Declarant may, at any reasonable predetermined hour upon twenty-four (24) hour notice during construction or exterior remodeling, enter and inspect the structure to determine if there has been compliance with the provisions of this Declaration. The above -recited individuals shall not be deemed guilty of trespass for such entry or inspection. There is created an easement over, upon and across the residential Lots for the purpose of making and carrying out such inspections. Section 12.7. Contractor. Without the prior approval of the Committee, no home may be constructed on any Lot other than by a contractor licensed as a general contractor under the statutes of the State of Washington. ARTICLE 13 UTILITIES Section 13.1. Wiring. The wiring (other than interior wiring) for buildings of any kind shall be underground. Section 13.2. Antennae. No radio or television antennae, transmitters or parabolic reflectors (except satellite dish antennae having a diameter of 24" or less) shall be permitted unless fully screened from public view or unless approved by the Committee. Any such installations shall not be approved if, in the sole discretion of the Committee, the installation(s) will detract from the appearance of the Lot or Properties. ARTICLE 14 ARCHITECTURAL CONTROL Section 14.L Architectural Control Committee ("Committee"). The Declarant shall act as the Architectural Control Committee ("act as the Committee") (even if the Development Period has ended) unless the Declarant elects not to act as the Committee. If the Declarant is acting as the Committee, the Declarant shall have all authority and perform all functions given to the Committee by these Declarations and applicable law; all references to "Committee" in this Declaration shall apply to the Declarant while acting as the Committee. If the Declarant elects not to act as the Committee, then Declarant shall appoint a Committee to function as the Committee, and after the Development Period, the Board shall appoint the Committee. At such time as the Declarant is no longer a voting member of the Association, the Board shall have the authority to appoint the Committee provided for by this Article 14. The Committee, when appointed, shall consist of not less than three (3) and not more than five (5) members. SOUNDVIEW MANOR CC&Rs Page 28 3 SoundveiwManor.CC&Rs.041216.doc Section 14.2. Jurisdiction and Purpose. The Committee or the Declarant as set forth herein, shall review proposed plans and specifications for Residences, accessory structures, fences, walls, appurtenant recreational facilities (e.g., hot tubs, basketball courts, tennis courts, swimming pools and bath houses), or other exterior structures to be placed upon the Properties. No exterior addition, structural alteration, or exterior structures of any kind may be made until plans and specifications showing the nature, kind, shape, height, materials and location of the proposed structure or alteration have been submitted to and approved, in writing, by the Committee. The Committee shall also review proposals to changed the exterior color of homes in the Plat. The Committee shall determine whether the exterior design and location of the proposed structure, alteration, or color change harmonizes with the (1 ) surrounding structures, (2) surrounding natural and built environment, and (3) aesthetic character of other homes in the Plat. Section 14.3. Membership. Except as provided in Section 1 of this Article 14, the Committee shall be designated by the Board. An election to fill either a newly created position on the Committee or a vacancy on the Committee requires the vote of the majority of the entire Board. However, the Board is not obliged to fill a vacancy on the Committee unless the membership of the Committee numbers less than three (3) persons. Section 14.4. Designation of a Re resentative. The Committee may unanimously designate one or more of its members or a third party to act on behalf of the Committee with respect to both ministerial matters and discretionary judgments. The decisions of such individuals are subject to review by the entire Committee at the request of any member of the Committee. Section 14.5. Donation of Time. No member of the Committee shall be entitled to any compensation for services performed on behalf of the Committee. Committee members shall have no financial liability resulting from Committee actions. Members of the Committee shall be entitled to compensation for reasonable out of pocket expenses incurred in the discharge of their duties as members of the Committee. Section 14.6. Address of the Committee. The address of the Committee shall be at the registered office address of the Association. Section 14.7. Voting. Committee decisions shall be determined by a majority vote of the members of the Committee. Section 14.8. Submission of Plans. All plans and specifications required to be submitted to the Committee shall be submitted by mail to the address of the Committee in duplicate. The written submission shall contain the name and address of the Owner submitting the plans and specifications, identify the Lot involved, and the following information about the proposed structures: SOUNDVIEW MANOR CC&Rs Page 29 3 SoundveiwManor.CC&Rs.041216,doc grades; (a) The location of the structure upon the Lot; (b) The elevation of the structure with reference to the existing and finished Lot (c) The general design; (d) The interior layout; (e) The exterior finish materials and color, including roof materials; and, (f) Other information which may be required in order to determine whether the structure conforms to the standards articulated in this Declaration and the standards employed by the Committee in evaluating development proposals. Section 14.9. Evaluating Development Proposals The Committee shall have the authority to establish aesthetic standards for evaluating development proposals. In addition to these guidelines, in evaluating development proposals, the Committee shall determine whether the external design, color, building materials, appearance, height, configuration, location on the Lot, and landscaping of the proposed structure (the "design elements") harmonize with (1 ) the various features of the natural and built environment, (2) the aesthetic character of the other homes in Soundview Manor, and (3) any other factors which affect the desirability or suitability of a proposed structure or alteration (collectively the "approval factors"). The Committee shall decline to approve any design in which (1 ) the design elements fail to harmonize with the approval factors described in the previous sentence or which fail to meet any aesthetic standards promulgated by the Committee, (2) impacts adversely on nearby Properties and Common Areas, or (3) is of a temporary or non -permanent nature. Committee determinations may be amended by a majority vote of Committee members. Any changes subject to review per the terms set forth herein which are undertaken without submission to the Architectural Control Committee shall be deemed to have been disapproved. The Committee has the authority to stop further work as well as the authority to have prior work undone. Section 14.10. Exclusions. The Declarant shall have the right to waive the plans and specifications review for builders in Soundview Manor. Any such waiver shall not exempt said builder from any of the standards or restrictions articulated in this Declaration and all structures and improvements shall meet all standards and restrictions contained in these declarations. Section 14.11. Approval Procedures. Within fourteen (14) days after the receipt of plans and specifications, the Committee shall approve or disapprove the proposed structure. SOUNDVIEW MANOR CC&Rs Page 30 3 SoundveiwManor.CC&Rs.041216.doc The Committee may decline to approve plans and specifications which, in its opinion, do not conform to restrictions articulated in this Declaration or to its aesthetic standards. The Committee shall indicate its approval or disapproval on one of the copies of the plans and specifications provided by the applicant and shall return the plans and specifications to the address shown on the plans and specifications. In the event that no disapproval of such plans and specifications is given within fourteen (14) days of submission, then the plans shall be deemed to be approved. In any event, the Association shall hold the Committee members (and the Declarant) harmless from any actions taken (or actions not taken) relative to the approval, disapproval, or non -action on any plans submitted for review. "Non -action" on the part of the Committee shall not exempt the applicant from any of the provisions of this Declaration or the restrictions articulated herein. By purchasing a Lot in Soundview Manor, the Owners agree that, to the extent permitted by law, the Declarant shall have no liability to the Owners or the Association for any actions taken, or actions not taken, while acting as the Committee. Section 14.12. Compliance with Codes/Environmental Laws. (a) In all cases, ultimate responsibility for satisfying all local building codes and requirements rests with the Owner and contractor employed by the Owner. The Committee has no responsibility for ensuring that plans and specifications which it reviews comply with local building codes and requirements. The Owner shall hold the Committee members (and Declarant) harmless in the event that a structure which the Committee (or Declarant) authorizes fails to comply with relevant building and zoning requirements or these covenants and restrictions contained herein. No person on the Committee or acting on behalf of the Committee, nor the Declarant acting as the Committee, or anyone acting on behalf of the Declarant, shall be held responsible for any defect in any plans or specifications which are approved by the Committee or Declarant nor shall any member of the Committee or any person acting on behalf of the Committee or Declarant be held responsible for any defect in a structure which was built pursuant to plans and specifications approved by the Committee, or by the Declarant. (b) Neither the Declarant, the Committee, nor any member of the Committee, nor the Association, nor anyone acting on behalf of the Committee or the Association shall have any responsibility for compliance by the Owner (or any agent, representative, guest, or invitee of Owner) with any environmental laws, regulations, or rules, including, but not limited to, those relating to hazardous waste and placement of underground oil tanks. Section 14.13. Variation. The Committee shall have the authority to approve plans and specifications which do not conform to these restrictions in order to (1 ) overcome practical difficulties or (2) prevent undue hardship from being imposed on an Owner as a result of applying these restrictions. However, such variations may only be approved in the event that the variation will not (1 ) detrimentally impact on the overall appearance of the development, (2) impair the attractive development of the subdivision or (3) adversely affect SOUNDVIEW MANOR CC&Rs Page 31 3 SoundveiwManor.CC&Rs.041216.doc the character of nearby Lots. Granting such a variation shall not constitute a waiver of the restrictions articulated in this Declaration. Variations shall only be granted if the Committee determines that the variation would further the purposes and intent of these restrictions. Variations shall only be granted in extraordinary circumstances. Section 14.14. Enforcement. The Association (including the Declarant on behalf of the Association), Board, or any Owner shall have the right to bring a suit for judicial enforcement of a determination of the Committee, or, after the Development Period, to seek an order requiring the Committee to exercise its authority, and perform its functions, under this Article 14. In any judicial action to enforce a determination of the Committee, the losing party shall pay the prevailing party's attorney's fees, expert witness fees, and other costs incurred in connection with such a legal action or appeal (see Article 15, Section 5). Section 14.15. Committee/Declarant LiabilLty. The Association shall hold the Committee Members and the Declarant, if acting as the Committee, harmless from any actions taken (or actions not taken) under any provision of this Declaration, including, but not limited to, actions taken (or not taken) under Articles 11, 12, and 13 of this Declaration. By purchasing a Lot in Soundview Manor, the Owners agree that, to the extent permitted by the law, neither the Declarant (nor any officer, director, or representative of the Declarant), nor the Committee (nor any member of the Committee) shall have any liability to the Owners or to the Association for any actions taken, or actions not taken, while acting as the Declarant or the Committee under this Declaration. "Non -action" on the part of the Committee or the Declarant shall not exempt the applicant from any of the provisions of this Declaration or restrictions contained in this Declaration. ARTICLE 15 CONDEMNATION Section 15.1. Partial Condemnation of Common Areas. In the event of a partial condemnation of the Common Areas, the proceeds shall be used to restore the remaining Common Areas, and any balance remaining shall be distributed to the Association; Section 15.2. Entire Condemnation of Common Areas. In the event that the entire Common Area is taken or condemned, or sold, or otherwise disposed of in lieu or in avoidance thereof, the condemnation award shall be distributed to the Association. No proceeds received by the Association as the result of any condemnation shall be distributed to a Lot Owner or to any other party in derogation of the rights of the first mortgagee of any Lot. ARTICLE 16 SOUNDVIEW MANOR CC&Rs Page 32 3 SoundveiwManor.CC&Rs.041216.doc MORTGAGEES' PROTECTION Section 16. L Mortagee Definitions. As used in this Declaration: (I ) "mortgagee" includes the beneficiary of a deed of trust, a secured party, or other holder of a security interest; (2) "foreclosure" includes a notice and sale proceeding pursuant to a deed of trust or sale on default under a security agreement; and (3) "institutional holder" means a mortgagee which is a bank or savings and loan association or established mortgage company, or other entity chartered under federal or state laws, any corporation or insurance company, or any federal or state agency; Section 16.2. Prior Approval Of Mortgagee Before Action. The prior written approval of at least Seventy -Five Percent (75%) of the first mortgagees (based on one vote for each first Mortgage owned) of the individual Lot shall be required for any of the following: (a) Any material amendment to this Declaration or to the Articles of Incorporation or Bylaws of the Owners Association, including, but not limited to, any amendment which would change the ownership interests of the Owners in the project, change the pro-rata interest or obligation of any individual Owner for the purpose of levying assessments or charges or for allocating distributions of hazard insurance proceeds or condemnation awards. (b) The effectuation of any decision by the Owner's Association to terminate professional management and assume self -management (however, this shall not be deemed or construed to require professional management). (c) Partitioning or subdividing any Lot. (d) Any material amendment of this Declaration or to the Articles of Incorporation or Bylaws of the Association. Section 16.3. Further Rights of Mortgagees Each first mortgagee shall be entitled, upon request, to: (a) Inspect the books and records of the Association during normal business hours, (b) Require the preparation of at its expense, (if preparation is required), and receive an annual audited financial statement of the Association for the immediately preceding fiscal year, except that such statement need not be furnished earlier than ninety (90) days following the end of such fiscal year. (c) Receive written notice of all meetings of the Owners Association and be permitted to designate a representative to attend all such meetings. SOUNDVIEW MANOR CC&Rs Page 33 3 SoundveiwManor.CC&Rs.041216.doc Section 16.4. Miscellaneous Rights of Mortgagee. First mortgagees of any Lot may, jointly or singly, pay taxes or other charges which are in default and which may or have become a charge against the Common Areas, and may pay overdue premiums on hazard insurance policies, or secure new hazard insurance coverage on the lapse of a policy, for such Common Areas, and the first mortgagees maPierce such payments shall be owed immediate reimbursement therefor from the Association. ARTICLE 17 GENERAL PROVISIONS Section 17.1. Covenants Running with the Land. These covenants are to run with the land and be binding on all parties and persons claiming under them for a period of twenty (20) years from the date these covenants are recorded, after which time the covenants shall be automatically extended for successive periods of ten (10) years unless an instrument signed by a majority of the individuals then owning Lots has been recorded which reflects their intent to amend, or remove the covenants in whole or in part. Section 17.2. Amendment. This Declaration may be amended during the development period if (a) the Declarant gives the Declarant's express written approval of the amendment in writing, and (b) the Owners of at least sixty-seven percent (67%) of the Lots, including those owned by the Declarant, sign an instrument (which may be executed in counterparts) approving the amendment. This Declaration may be amended after the development period ends at any time if the Owners of at least sixty-seven percent (67%) of the Lots vote (one vote per lot) to amend particular provisions of this instrument as then in effect (including any prior amendments). In no event shall any provisions expressly referring to the Declarant be amended at any time without he express written approval of the Declarant or the Declarant's successor in interest (unless the Declarant, or the Declarant's successor in interest, no longer exists). All amendments must be recorded with the office of the Pierce County Auditor. Notwithstanding anything in this Declaration to the contrary, Declarant may without the consent of any Owner, at any time during the development period, amend this Declaration by an instrument signed by Declarant alone in order to satisfy the requirements of the Federal Mortgage Agencies and/or other financial institutions. Section 17.3. Certain Rijzhts of Declarant. During the development period, there shall be no amendments to the Declaration, the Articles of Incorporation, the Bylaws of the Association, or any Rules and Regulations adopted by the Association unless aproved by the Declarant which: (a) Discriminate or tend to discriminate against the Declarant's rights as an Owner; (b) Change Article 1 ("Definitions") in a manner which alters Declarant's rights or status. SOUNDVIEW MANOR CC&Rs Page 34 3 SoundveiwManor.CC&Rs.041216.doc (c) Alter the character and rights of memebership or the rights of the Declarant under this Declaration. (d) Alter previously recorded or written agreements with public or quasi -public agencies regarding easements and rights -of -way. (e) Alter Declarant's rights relating to architectural controls. (f) Alter the basis for assessments. (g) Alter the provisions of the use restrictions as set forth in this Declaration. (h) Alter the number or selection of Directors as established in the Bylaws. (i) Alter the Declarant's rights as they appear under this Article. Section 17.4. Insurance. The Association shall have no obligation to obtain any insurance on the Lots or the structures located on the Lots except as expressly provided herein. Section 17.5. Enforcement. The Association (including the Declarant on behalf of the Association), the Board, or any Owner shall have the right to enforce, by any legal proceeding, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration. Section 17.6. Failure to Enforce. No delay or omission on the part of the Declarant, the Association, or the Owners of Lots in exercising any rights, power, or remedy provided in this Declaration shall be construed as a waiver of or acquiescence in any breach of the covenants, conditions, reservations, or restrictions set forth in the Declaration. No action shall be brought or maintained by anyone whatsoever against the Declarant for or on account of its failure to bring any action for any breach of these covenants, conditions, reservations, or restrictions, or for imposing restrictions which may be unenforceable. Section 17.7. Attorney's Fees. In the event that it is necessary to seek the services of any attorney in order to enforce any (1 ) provisions of this Declaration, or (2) lien created pursuant to the authority of this Declaration, the individual against whom enforcement is sought shall be personally obligated to pay any attorney's fees, costs or expenses incurred. If the Owner fails to pay such fees within sixty (60) days, such fees shall become a lien against the Owner's Lot. In any legal action commenced in order to enforce the provisions of this Declaration, the substantially prevailing party shall be entitled to recover all expense, costs and reasonable SOUNDVIEW MANOR CC&Rs Page 35 3 SoundveiwManor.CC&Rs.041216.doc attorneys' fees including expert witness fees incurred in order to enforce the provisions of this Declaration. Section 17.8. Liens for Other Charges. This Section shall apply to all fees, charges, penalties, interest, costs, attorney's fees and other amounts assessed against an Owner or the Owner's Lot (the "other charges") including those described in Sections 3 and 4 of Article 7 of this Declaration (the "regular assessments" and "special assessments"). Unless otherwise provided in this Declaration, the other charges shall be a personal obligation of the Owner, and also a lien against the Owner's Lot(s) identical to the lien of the regular assessments. The liens upon Lots for other charges may be recorded, collected and foreclosed in the same manner as liens for regular assessments, with the costs (including reasonable attorneys' fees) of collection or foreclosure, or both, to be additional "other charges" for which the Owner shall be personally liable and which shall be a lien on the Owner's Lot enforceable as provided in this Section. Section 1.7.9. Interest. All assessments, penalties, liens, fines, and other charges shall bear interest, if not paid when due, at the rate of twelve percent (12%) per annum until paid in full. The interest shall accrue from the due date. Section 17.10. Successors and Assigns. The covenants, restrictions and conditions articulated in this Declaration shall run with the land and shall accordingly be binding on all successors and assigns. Section 17.11. Severability. The invalidity of any one or more phases, clauses, sentences, paragraphs or sections herein shall not affect the remaining portions of this Declaration or any part thereof. In the event that one or more of the phrases, clauses, sentences, paragraphs or sections contained herein should be invalid, this Declaration shall be construed as if the invalid phrase, clause, sentence, paragraph or section had not been inserted. IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has caused this Declaration to be executed this . of , 2015 "DECLARANT" HIGH COUNTRY SOUNDVIEW MANOR, LLC LE Jeff Caseber Title: Managing Member STATE OF WASHINGTON ) SOUNDVIEW MANOR CC&Rs Page 36 3 SoundveiwManor.CC&Rs.041216.doc ) ss. County of Pierce ) On this day personally appeared before me JEFF CASEBER, to me known to be the Managing Member of HIGH COUNTRY SOUNDVIEW MANOR, LLC, the Limited Liability Company which executed the foregoing instrument, and acknowledged said instrument to be the Limited Liability Company 's free and voluntary act and deed for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of the Limited Liability Company. GIVEN under my hand and official seal this day of 92015. Notary Public in and for the State of Washington residing at My Commission expires: SOUNDVIEW MANOR CC&Rs Page 37 3 SoundveiwManor.CC&Rs.041216.doc EXHIBIT "A" LEGAL DESCRIPTION LOTS 1 THROUGH 21 TOGETHER WITH TRACTS "A", "B", "C", "D", "E", "F" & "G" AS SHOWN ON THE PLAT OF SOUNDVIEW MANOR AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NO. SOUNDVIEW MANOR CC&Rs Page 38 3 SoundveiwManor.CC&Rs.041216.doc SITE ADDRESS SURVEY APPROXIMATELY 4400 BLOCK OF BOU1gARY FAA IOF'OGRAFRML` SW DASH POINT ROAD (SR 509) C.E.S NW INC FEDERAL WAY, WA 98023 CINL ENGINEERING & SURVEYING 310 29TH STREET NE PARCEL NUMBERS PUYALLUP. WA 9B372 OFFICE (253) 84 11210.3-9060 AND 112103-9119 FAX (253) 848-42784278 OWNER / DEVELOPER ;� VERTICAL DATUM WESTBROOK INVESTMENTS, LLC NGVD-29 PER CITY OF FEDERAL WAY 437 29TH STREET NE, SUITE G PUYALLUP, WA 98372 BASIS OF BEARINGS CONTACT: JERKY MAHAN PHONE (253) 841-7000 BASS OF BEARINGS IS THE PUT OF TWIN LAKES NO- 6 SHEET INDEX (REC. NO.7611230497) PPf PRELIDNARY PLAT SiTE PUN / COVER SHEET SVI BOUNDARY & TOPOGRAPHIC SURVEY SV2 TOPOGRAPHIC SLOPE EIOBBR GRLO CLEARING AND GRADING PLAN GRL1 SiTE CROSS SECTION GR12 SM CROSS SECTION GRL3 SiTE CROSS SECTION Cl SOUWVIEW DRIVE TPL&N b PRUFHEI C2 SW DASH POOR ROAD FHALF STREET FRONTAGE LWROVi MENTSI C3 CONCEPTUAL RETENTION POND DESIGN IPLAH A PROFILE) 1J7.7P / Zs r � Kmm lzm " BALRgunkm L py pt � I ,����� r R'T&10' ' � � May t I.aW,V�1r i SwUAY 97EA�) �LurTET: UAC�1 EAYMRII � l939863 O COUNTY 1 I P FIR( g51RICt /]9 11 1 t%am[a•iph�saH� 'n"A°eaTp_ i II t ukE+YlaPE° f n T(AAW� ' Ri ��G Sn0.E-FAIALY INSYgF Ni 1 R !i >• E IPt ,1. n� InOc •rrt IA PIE - f 1A0. t � fdt5S1¢V1D i ltPlOLASC � f j .eEYm>. f / SYIq[-t1Il.Y TE9BMEul LASY� pF1Q1HA r � 1 &H.1E 8 U.P ,LINO Ifi21] SB70738E I50 \vNctt-fwar ftEs9u+nu (xn z) TRAl'C J• \\ BENCHMARK VERTICAL DANK NORTH END OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS BAY N0. 1 FRONDED BY LAKEHAVEN UTILITY DISTRICT - ELEVATION = 126.9. NGVO 1929 PER LAKEHAVEN URUTY DISTRICT. f SOUND"Y��� �Q�optill SUR'' 'OR NOTES GRA"HIC SCALE :J L. GAS_ _EARWOS IS THE PLAT OF 1lUN LAKES NO- fi (REG N0. 76112304y7,_ A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 117 TWP. 21 N.7 ROE. 3 E., W.M.,- 2 COORDINATE SYSIDA IS ASWYED_ IN FEEf ) CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 3. METHOD AND DALE OF MONUMENT LOCATION FIELD 1RAVmSE IN t inch = 50 tl NOVE7IBER AND DECENBER 2005. 4. EWIPNENT USED_ GEDIXMEIEII 608 LEGAL DESCRIPTION PROi90m UTILITIES PUBLIC SERVaCES 6. THIS SURVEY DOES NOT PURPORT TO, SHOW EASEMENTS OF PARCEL A WATER: TACOLIA WATER FIRE DEPARTMENT: SOUTH KING FIRE AND RESCUE RECORD, EXCEPT AS SHOWN POWER: PUGET SOUND ENERGY PWCE DEPARTMENT: CITY OF FEDERAL WAY � 7. VFRACAL MTUIk 1TOR1H Elm 0 lE" CONCRETE CLR.1fRT Pm THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST OF THE QUARTER OF SECTION 11, TOWNSHIP 21 SEWED: LAKEHAVEN U7WN OISIPoCT SCHOOL DISTRICT: FEDERAL WAY PUBLIC SCHOOLS MASS TRANSIT, METRO - $AF7TARY SEVER M.1Y15 f0(E OIWAS BAY NQ I FRONDED BY 1929 PER WARIER SOUTHWEST NORTH, RANGE 3 EAST, W.M., W KING COUNTY. WASHINGTON TELEPHONE CABLE TELEVISION: gWEST COMMUNICATIONS COMCAST [A)DilAV4E U11lrY DLSALCT, E7.EVAOIXi = 4T6.4 HGYD W(E)HAVEN UTILITY DISTRICT. PARCEL B: GAS: PUGET SOUND ENERGY _- 9. COMIYTWTT FOR TITLE PT511RANCE USED WAS RiFPAFI[D BY / RCCfl TIRE CC4PANY, No- 8356758-2, DATED W BAIDUSf 9, 2005 AT THAT PORTION OF THE NORTH HALF OF THE NORTHEAST WARIER OF 8:00 AY - THE SOUTHWEST QUARTER OF SECTION 1f, TOWNSHIP 21 NORTH, RANGE 3 IIElO Fa4 CENTER OF SECTION POSITION � 9. Tlff LaCAT10.V5 OF UNDERCROLDIO UIBIRES AS SHOWN HEREON EAST, W.M, INKING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW tW110 F1+CASED ]iU" [ON[RCTE � $ASEB ON ABDVE di9lllm 9RIFALi FEATURES AM My DRIVE AND EAST OF F_B. HOW ROAD, u°vvuEn7 WITH 1/2' BRASS nAn _ ARE TO THE S11RHlOR LDOATIONS GF xlm LAAa venal - oe oow j EXCEPT THE WEST 600 FEET THEREOF: AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR - STATE ROUTE SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY / RECORDING NUMBER 9306172027. / xONPl➢ &SMELLY 2AFFL40 / � - 9NQE-FAMILY P(S0EINIAL (RSISO) oEvELroEn � /� SINGLE-fhYILY / � • , TRACT 'A' � STORM / / 1tB25 sF.Ir [�19 21 Af&Sf. i ,Aye 2D Sf. r I +� 16 f . . r• a,s[a v N uo>I sF r � 17Q➢Y - - -� f ti . c - - R/ n 021 s r_ FBI PLAT OF TY911 Ar NCR! � l ORAWUiGS 00ER001U+D uTluTu MAr MATEY FROM LaanDNs stixAW+ ]iFREaN AOpT1CNAL BLIR)fp URRIFS/5ERUCiW✓r5 MAY AND/OR DO EXIST. SA Ra COIIDGJaiE WGNMENi FOR SW OA91 PONT ROd4 LAIRS ESTABU9IFD USING WFOR11Aii0H PRD+ABED INRi00fd1 OF 9W11EY HD. 75D72246+. 1HE POINT OF CURYAlLiB: StEONH HEREON WAS ESTABIlSf[B USING WfORMARON PROMDm W WA9Wm1CN STALE DEPARTMENT OF 3RNlSPORTAIIDN ROAR PUN iNiilifD'5R 509 PIERCE cw11rr LINE Ta P41 NO. I NWG CDUNTI" DATfD as"21-sr. 11. 11 LDGITIpf OF liif FROPDSEO SAITARY SEVER EASEMENT IN BASED OR u1GNMEf1TS PPAYEDED W FLANS FROu RiE IAILEIInVEiI UTILITY DiSTRH:T AND, THE iRAT OF OUYAS SAY NA Z TT¢RE was rj NO DOCIH0TAl10El PR{PADE'O FOR AN EASE]IE7TT E7(C'Fpi FUR ARLfflIDTTS %ITN THE DISTRICT aF REtORO WlAW DO NOT SPECf'Y FBI PLAT OF TY911 Ar NCR! � l ORAWUiGS 00ER001U+D uTluTu MAr MATEY FROM LaanDNs stixAW+ ]iFREaN AOpT1CNAL BLIR)fp URRIFS/5ERUCiW✓r5 MAY AND/OR DO EXIST. SA Ra COIIDGJaiE WGNMENi FOR SW OA91 PONT ROd4 LAIRS ESTABU9IFD USING WFOR11Aii0H PRD+ABED INRi00fd1 OF 9W11EY HD. 75D72246+. 1HE POINT OF CURYAlLiB: StEONH HEREON WAS ESTABIlSf[B USING WfORMARON PROMDm W WA9Wm1CN STALE DEPARTMENT OF 3RNlSPORTAIIDN ROAR PUN iNiilifD'5R 509 PIERCE cw11rr LINE Ta P41 NO. I NWG CDUNTI" DATfD as"21-sr. 11. 11 LDGITIpf OF liif FROPDSEO SAITARY SEVER EASEMENT IN BASED OR u1GNMEf1TS PPAYEDED W FLANS FROu RiE IAILEIInVEiI UTILITY DiSTRH:T AND, THE iRAT OF OUYAS SAY NA Z TT¢RE was rj NO DOCIH0TAl10El PR{PADE'O FOR AN EASE]IE7TT E7(C'Fpi FUR ARLfflIDTTS %ITN THE DISTRICT aF REtORO WlAW DO NOT SPECf'Y k �7 s+�4iEV,. AN IXACT iIITN THE LOU or TNF EILSEIIPIT IY ASSUMED ro BE INHERE w FACR111ES ARE ai 1FE CROlRLO AND THE ALIGNMENT AHO/ON fAF1H FIOR EASt3a71T S}lOIAD PROBABLY BE MODIFAD W AN F71g181NT 01 TO HATCH UIE ASWNT LOCATION 12 THE GIRT ROAD RUNNING SOUTHEASTERLY FROM SW DASH POINT ROAD APPEARS TO BE THE CENTERLINE OF A PERPEIIIAL NON-IXCLUSAE, ROAD FASE7E}IT YA1H A NOT TO LTREm fiD FOOT WIDTH PER EASflrE1tT RFCOROE7 UNDER REC NU 4499950- _ EIDS7ING ` ` � L1p�1 17F J,977 SF.20r POW(\3 OW,9.773 SF.�� �- 1 B7]19903rA + f EN" OSFPN C Nqi 31\\\ J . I TIES -FA4RY I� r 4 °lmwA { aE9ocnnAL (rm.a +• T" �; 9.730 SF.IWOOT son6's]'w s[Br Y 1 ��ar s ¢Ai{c4Ylr S NO. 6 - �,o➢IIML1.L LAKEMy IWVA FIAT NU� {i L b pRES0E�N L� Q�F1L1 + an�Ra°E. wwsa / r 9N0.E-FAMLY 1d90ENnu [R57.21 / a.Sfy'Y7A' Isa n'1 TRACT If D. PATHWAY 0 0 V 93 AA29 5F. � I 6SCt -j .� n a7][2°L9af]' o _� �Y•- ^' � ) LiIAPAS CEF[FA 9au-4wr A19ulteu. ! �sl � i VIVO sY. ap % yi" ~. L 10.893 sF. ' I -' SITE STATISTICAL BREAK DOWN o o]srwc PAm I .Eu+ll[ u swul I COMPREHEN9VE PLAN DE9RaAiIGW: 9NGLE-FAMILY HIGH-DENSITY BY BEf✓EllOYm �5T 9Naf-FAYI[T REL' 1EN11N (RSl ZJ Ey,STWG ZONING: SINGLE-FAMILY RESIDENTIAL (R ;9.6) 19.B9 sF. BF EXISTING 9TE AREA: 39z63D1: S0. FT. (9.O1f ACRES A 15.127 ' � `A1� . 9.67651. L V I--- 47H68'- I � 10 ,A,A, SF_ I 1rib 1+ f l • 1 14 13 ) 12 I7,076 SF. 7 iiifff 1aa42 sr. I 10811 SF. (I // r �I \ rr I �� L yrciL S.U[ t.U}'. N16ZlIrk9r _. SE I/E HE I/4, Sw 1/t FEDERAL wnr PUNx saoas 11110}9096 911gF-FAMILY xESmCNIW. (R596) TRACT'--,' EXISRNC BUILDINGS, VACANT (r_ OPEN SPACE NET PUT AREA 222,376E S0. FL (S.ltt ACRES) t9,In SF j}I I ALLOWABLE LOT AREA: 9,600 SA FT. (INN.) ALLOWABLE LOT FRONTAGE 30 FEET (MIN.) e7]1996]sa ALLOWABLE WBDING HEIGHT: 30' ABOVE AVERAGE WILDING ELEVATION 'I. aRA+D r, a ,uBNx L PARKING REQUIRED: 2 PARING SPACES (HIM) - -- Y101r cAmso4 I vxaF-FAw[v rrcsBENnu fxsz z) FRONT YARD SETBACK: 20 FEET PAnrrt Fc _ Y SIDE YARD SETBACK 5 FEET LaAccIIU REAR YARD SETBACK 5 FEET ` F76'i�lO lul {`T roTu Lars PBDPosm: zl Lon SMALLEST LOT AREA: 9,603 S4 FT. [-� = LARGEST LOT AREA: 15,327 52 FT_ ' 3 14 V AVERAGE LOT AREA 10,555 SG FT_ � I B7]1990360 DEN9TY_ 233t ( ACRE q MINA 'A \ PROJECTED TRAFFIC FLOW: 21DT: VMEWL� L TRIPS/DAY �� 44aE-FAYhY pE9DEN1 I� PROPOSED PUBLIC RIGHT OF WAY 29,870 5Q FL (A69t ACRES) EXISTING IMPERVIOUS SURFACE 6,699 SO. FT_ (O.15t ACRES) PROPOSED I6-EERWWS SURFACE 79,645 SQ FT. (1.82t ACRES) i ( � (ONSIIE PAVEMENT/CONCRETE) l � 8711990J)0 I \ i I ftO6CR1 AVARNR C09COftRN 1RAC7 'A' - STORM 17,825 SO_ FT. A273 ACAE'S - NOT CATEGORIZED N A. l � A,'aE-FAxILY REv°F,Yllu (Rs7 z) r TRACT 'B' - WETLAND BUFFER 20,264 SQ FT ((0.47t - CONSERVATION 5-16X 1 •E 1 \ 1RACT'C - LANDSCAPE 2,939 %L FT_ (0.0Tk BUFFER OPEN DACE A08.S TRACT 'D' - LANDSCAPE Z,915 S0. FT O.a7,i - BUFFER OPEN DACE LL07X - --`� - - TRACT 'E -OPEN SPACE 40,075 5a_ FL (0.923 ApEi} - CONSERVATION 10.19X TRACT 'F' -OPEN SPAT 49,177 SQ FT_ (1.13t AgIES) - USEABLE 7211x i FEOExu war PLeuc saoas TRACT 'r' -OPEN SPACE10,421 SO_ FT. (Q24# ACRE) - USFAWE 4.69% lS N710]9099 ' TRACT N" -OPEN SPACE 3,937 SQ. FT. (0.09t ACRES) - USEABLE 1.775 } i � 9N0.L-FAMLY xCSIOD+tIAI (ft571� (',�N SPACE GIECi1Rl' HEDiCT TOTk3 CATEGORY w2LFAFD 15x NIEC PROPOSED USUBIE r 10% MIN. ( 16.18R / CONSERVATION I NA t5.35X BUFFER ....... � 2% NAK 415R VICINITY YAP NTS LEGEND PROPOSED PROPERTY/LOT UNE EASEMENT LINE ROAD CENTERLINE EDGE OF PAVING/CURB LINE CONTOUR UNE STORM DRAIN CATCH BASIN CATCH BASIN TYPE 2 STORM DRAIN UNE SANITARY SLIVER MANHOLE SANITARY SEWER UNE CLEAN OUT WATER VALVE WATER FIRE HYDRANT WATER MAIN UNE ASPHALT PANNE CONCRETE ROOF DRAIN UNERD ROCKERY GAS METER WATER METER POWER TRANSFORMER ELECTRIC Box, RUSH TRAFFIC SIGNAL eox STREET ualr GAS VALVE unuTr POLE WY ANCHOR TELEPHONE RISER SIGN (AS NOTED) SECURITY LIGHT TRAFFIC SIGNAL FOIE MONUMENT IN CASE POWER VAULT CRAW LINK FENCE SECTION UNE WOW FENCE RETAINING WALL a w = =o W J 00 Z Z�U J Z J Nl U of LTJ F- Z F' 3 a � w d M ? a >- 3 Y a 1= CA O � W W W x cc m 3 w d CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 a Designetl: JPW CITY OF FEDERAL WAY Drawn: JPW PRECONSTRUCTIONANSPECTION Cneckea: CAD TEN_ No. 1253) 535-2700 Scale: t' : 5 PERMIT NO. Rt5LJBMrTTED Dale: O4 Gv0 Job No_ °'n,ir, CITY OF FEDERAL WfA 17 Z013 She.[ N. _ CITY OF FEDERAL WAY CDs r r ®!SJ ......r... n. EARTHWORK QUANTITIES QUANTITIES LUI f59,000 CY CUT, f23,000 CY FILL NET = t36,000 CY CUT QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CALCULATE WANRRES FOR BID PURPOSES. 1 CEVSONWInc. Civil Englneering & Surveying June 10, 2016 City of Federal Way Community Development Services 33325 811' Avenue South Federal Way, WA 98063 RESUBMITTED JUN 13 2016 CITY OF FEDERAL WAY CDS RE: Response to Comments dated March 18, 2016 Dear Community Development Services, 310 291" St. NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 Thank you for the opportunity to resubmit the Final Plat for SOUndview Manor. The following list is a response to comments from the City of Federal Way's comment letter dated March 18, 2016. The plat improvements are not yet substantially completed. Planning Division requirements for completeness include installation and city inspection of all landscaping within tracts, installation of wetland buffer signage, and construction of chip trail with seating in Tract F. Be advised this comment is limited to the Planned Division only and other city department will have their own threshold of what constitutes substantially completed. Response: Construction Status — Last of the storm system being constructed. Road paving and curb cuts are anlicipated to be completed in the next three to four weeks. As mentioned in the October 16, 2015 letter, lots 10, 11, 14 and 16 contain approximately 24 feet of frontage. Be advised that FWRC 19.130.240(l)(a) does not allow driveways within 5 feet of any side property line within the 20-foot required front yard. This results in a maximum driveway width of approximately 14 feet for the above -referenced lots at the frontage. The department will consider a shared driveway for the abutting parcels via an easement that is shown on the plat. No variances to the driveway widths will be considered after the plat is recorded and building permits are under review. Please make changes to plat or acknowledge no changes are needed as 14-foot-wide driveway are adequate and no future variances will be needed. Response: We understand the issue concerning the driveway width and are acceptable to the 14 feet referenced in the City's comments. 3. As mentioned in the October 16, 2014 letter, Page 9, paragraph 5, replace City of Edgewood with City of Federal Way. Response.- Updated CC&R's provided in resubmittal with changes completed as requested. 4. Please add the following note to the retaining wall notes on sheet 5. "Any wall, or series of terraced walls, over 4' high shall require a building permit and shall be designed and stamped by a geotechnical engineer licensed in the State of Washington. All slopes over 2H:1 V shall be permanently stabilized with retaining wall, rockery, or permanent slope -stabilizing landscaping (does not include grass or sod). Lot shall be graded to avoid directing runoff into neighboring residential lots. Grading, drainage and landscaping shall be shown on the site plan and must be approved by the Public Works Department." Response: Corrected as requested. —'% 5. Correct the Plat notes on sheet 5 to read, "All roof drains and any footing drains for buildings or retaining wal Is..." Reyftonse: Corrected as requested. 6. Lakehaven has not received to date the proposed "as built" to check them against. The water is served by Tacoma and Lakehaven serves that project for sewer. The sewer was designed to be in the public ROW of the plat. The plat document has Lakehaven's easement language in it, but there are not any sewer easements depicted. Once we review the "as builts", we can determine if the easement language can be removed from the plat documents. Response: COnnnent noted. We will provide "as builts" when available. If you have any questions, please do not hesitate to contact me. Regards, al(14 AenniferC< dwell Land Planner P:\05170.2\!Filing - Soundview Manor\Final Plat Docs\R2-04 - Confirmation of Compliance.doc P a g e 12 CEv SaNWInc. Civil Engineering & Surveying June 10, 2016 City of Federal Way Community Development Services 33325 8111 Avenue South Federal Way, WA 98063 RED , MAI--TED CIry of FGDERAL WAY RE: Response to Comments dated March 18, 2016 Dear Community Development Services, 310 29111 St. NE, Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 Thank you for the opportunity to resubmit the Final Plat for Soundview Manor. The following list is a response to comments from the City of Federal Way's comment letter dated March 18, 2016. The plat improvements are not yet substantially completed. Planning Division requirements for completeness include installation and city inspection of all landscaping within tracts, installation of wetland buffer signage, and construction of chip trail with seating in Tract F. Be advised this comment is limited to the Planned Division only and other city department will have their own threshold of what constitutes substantially completed. Response: Construction Status — Last of the storm system being constructed. Road paving and curb cuts are anticipated to be completed in the next three to four weeks. As mentioned in the October 16, 2015 letter, lots 10, 11, 14 and 16 contain approximately 24 feet of frontage. Be advised that FWRC 19.130.240(1)(a) does not allow driveways within 5 feet of any side property line within the 20-foot required front yard. This results in a maximum driveway width of approximately 14 feet for the above -referenced lots at the frontage. The department will consider a shared driveway for the abutting parcels via an easement that is shown on the plat. No variances to the driveway widths will be considered after the plat is recorded and building permits are under review. Please make changes to plat or acknowledge no changes are needed as 14-foot-wide driveway are adequate and no future variances will be needed. Response: We understand the issue concerning the driveway width and are acceptable to the 14 feet referenced in the City comments. 3. As mentioned in the October 16, 2014 letter, Page 9, paragraph 5, replace City of Edgewood with City of Federal Way. Response: Updated CC&R's provided in resubmittal with changes completed as requested. 4. Please add the following note to the retaining wall notes on sheet 5. "Any wall, or series of terraced walls, over 4' high shall require a building permit and shall be designed and stamped by a geotechnical engineer licensed in the State of Washington. All slopes over 2H:1 V shall be permanently stabilized with retaining wall, rockery, or permanent slope -stabilizing landscaping (does not include grass or sod). Lot shall be graded to avoid directing runoff into neighboring residential lots. Grading, drainage and landscaping shall be shown on the site plan and must be approved by the Public Works Department." Response: Corrected as requested. 5. Correct the Plat notes on sheet 5 to read, "All roof drains and any footing drains for buildings or retaining walls..." Re.y aonse: Corrected as requested. 6. Lakehaven has not received to date the proposed "as built" to check them against. The water is served by Tacoma and Lakehaven serves that project for sewer. The sewer was designed to be in the public ROW of the plat. The plat document has Lakehaven's easement language in it, but there are not any sewer easements depicted. Once we review the "as builts", we can determine if the easement language can be removed from the plat documents. Response: Comment noled. We will provide "as builts" when available. If you have any questions, please do not hesitate to contact me. Regards, c" 6t,;,exl�40 /ennifer C dwell Land Planner PA05170.2\!Filing - Soundview ManorTinal Plat Docs\R2-04 - Confirmation of Compliance.doc Page 12 1�kCITY OF Federal Way March 18, 2016 ALL 3332 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Craig Deaver CESNWInc 310 29"' Street NE, Suite 101 Puyallup; WA 98372 RE: FILE #15-104753-00-SU; TECHNICAL RESPONSE LETTER CYCLE #2 Soundview Manor Final Plat, APNs 112103-9060 and 112103-9119, Federal Way Dear Mr. Deaver: The Community Development Department has reviewed the Soundview Manor Final Plat resubmittal dated January 15, 2016. The -final plat is being returned for corrections, additional information, and completion of improvements pursuant to Federal Way Revised Code (FWRC) 18.40.030. The following items must be addressed prior to scheduling a public meeting with the City Council's Land Use/Transportation Committee. Please refer any questions to the appropriate staff person below. Matt Herrera, Planning, 253-835-2638, inatt.herreratc-hcitvoffedera lwa y.com I . Improvements — The plat improvements are not yet substantially completed. Planning Division requirements for completeness include installation and city inspection of all landscaping within tracts, installation of wetland buffer signage, and construction of chip trail with seating in Tract F. Be advised this comment is limited to the Planning Division only and other city departments will have their own threshold of what constitutes substantially completed. 2. Driveways — As mentioned in the October 16, 2015, letter, lots 10, 11, 14, and 15 contain approximately 24 feet of frontage. Be advised that FWRC 19.130.240(1)(a) does not allow driveways within 5 feet of any side property line within the 20-foot required front yard. This results in a maximum driveway width of approximately 14 feet for the above -referenced lots at the frontage. The department will consider a shared driveway for the abutting parcels via an easement that is shown on the plat. No variances to the driveway widths will be considered after the plat is recorded and building permits are under review. Please make changes to plat or acknowledge no changes are needed as 14-foot-wide driveway are adequate and no future variances will be needed. 3. CC&Rs — As mentioned in the October 16, 2015, letter, Page 9, paragraph 5, replace City of Edgewood with City of Federal Way. Mr. Deaver March 18.2016 Page 2 Ann Dower, Development Services, 253-835-2732, ann.dower (Dcitvoffederalway.coni 1. Please add the following note to the retaining wall notes on sheet 5: "Any wall, or series of terraced walls, over 4' high shall require a building permit and shall be designed and stamped by a geotechnical engineer licensed in the state of Washington. All slopes over 2H:1 V shall be permanently stabilized with retaining wall, rockery, or permanent slope -stabilizing landscaping (does not include grass or sod). Lots shall be graded to avoid directing runoff onto neighboring residential lots. Grading, drainage, and landscaping shall be shown on the site plan and must be approved by the Public Works Department." 2. Correct the Plat Notes on sheet 5 to read, "All roof drains and any footing drains for buildings or retaining walls..." John Jensen, Lakehaven Utility District, 253-946-5406, ilenscn:icdakehaven.org Lakehaven has not received to date the proposed "as built" to check them against. The water is served by Tacoma and Lakehaven serves that project for sewer. The sewer was designed to be in the public ROW of the plat. The plat document has Lakehaven's easement language in it, but there are not any sewer easements depicted. Once we review the "as builts", we can determine if the easement language can be removed from the plat documents. Closing Be advised this is a preliminary review of submitted plans for the final plat. Additional comments may be necessary following site inspections of the subject property. Please resubmit six copies of corrected plan sheets and four copies of any corrected reports. You may contact me at 253-835-2638 or matt.herrera@cityoffederalway.com. Sincerely, C Matthew Herrera, AICP Senior Planner enc: Resubmittal Form c: Ann Dower, Senior Engineering Plans Reviewer John Jensen, Lakehaven Utility District 15-10475+ Doc LD 72764 aa^ . � hi .l � , lo�.ts r r e ir Ir �C7719'15[ 11200' I •T.`` }9 i2 Isw'aY revs 1 ;y'aa•�rr l 1QR7 i� IZi �� a. F 39 s N 9 C! 71 gL N •' a if �s:t:rr? � r � Q �: � � SL _ 5 • vim• `r E r - 4 - _ _ ��, �_ 4 NOWAN co ee 40, co S - w �+t>al• � N + p � isjl'� a sr r s ,• sir � i 4 d RC lc _ D ii EXHIBIT "A" LEGAL DESCRIPTION FOR RIGHT OF WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT IN CASE ATTHE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEETTO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66°18'00" WEST ALONG SAID MARGIN, 279.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90'00'00"; THENCE SOUTH 23°42'00" EAST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 213.95 FEET THROUGH A CENTRAL ANGLE OF 54'14'26"; THENCE SOUTH 30°32'26" WEST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 87.98 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE SOUTH 01°34'14" WEST 32.46 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 88°25'46' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49°10'04" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS SOUTH 42°24'10" WEST 53.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 257.47 FEET THROUGH A CENTRAL ANGLE OF 278°20'08" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS NORTH 39°15'42" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49°10'04"; THENCE NORTH 01*34'14" EAST 32.46 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 114.27 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE NORTH 30°32'26" EAST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 164.72 FEET THROUGH A CENTRAL ANGLE OF 54°14'26"; THENCE NORTH 23°42'00" WEST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 66°18'00" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" TO SAID SOUTHERLY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE NORTH 66°18'00" EAST ALONG SAID MARGIN, 102.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 29,870 SQUARE FEET OR 0.69 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) CES, AW WCr SOUNDVIEW MANOR 2 RIGHT OE WAY DEDICATION 01111L ZAAO EERING & SURMEY/Ni A PORTION OF NE 1/4 OF THE SW 1/4 OF 310 - 29TH Sr. NE, SUITE 101 Bus: (253) 848-4282 SECTION N, RGE 3 E, W.M. PUYALLUP, WA 98372 Fax: (253) 848-4278 CITY OF FEDERAL WAA Y, KING COUNTY, WA 2 EXHIBIT B MIC, NE COR., S88`23'05"E NE 1/4, SW 1/4 NORTH LINE SW 1/4—S01'16'53"W s� 51.87' Ld cn 1°r100' �� �' D {7 `,5 T.P.0.B. I CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 39.27' 25.00' 90°00'00" C2 213.95' 226.00' 54*14'26" C3 87.98' 174.00' 28*58'12" C4 21.45' 25.00' 49'10'04" C5 257.47' 53.00' 278'20'08" C6 21.45' 25.00' 49°10'04" C7 114.27' 226.00' 28*58'12" C8 164,72' 174.00' 54'14'26" C9 39.27' 25.00' 90'00'00" LINE TABLE LINE LENGTH BEARING L1 13.03' S23'42'00"E L2 29.54' S30'32'26"W L3 32.46' S01'34'14"W L4 32.46' N01'34'14"E L5 29.54' N30'32'26"E L6 13.03' N23'42'00"W L7 102.00' N66'18'00"E -- (R)S88°25'46"E �f G (R)S42-24'10"W 53.00' C5 PROJECT # 05170 P,\05170.2\dwg\05170-SV-ROAD EXHIBIT.dwg 1/15/2016 9-55-09 AM PST October 16, 2015 Craig Deaver CESNWInc 31029"' Street NE, Suite 101 Puyallup, WA 98372 r: 2=th' Jim Ferrell, Mayor RE: FILE #15-104753-00-SU; TECHNICAL RESPONSE LETTER Soundview Manor Final Plat, APNs 112103-9060 and 112103-9119, Federal Way Dear Mr. Deaver: :I 1. J �a n t .� The Community Development Department has reviewed the Soundview Manor Final Plat application submitted September 17, 2015. The final plat is being returned for corrections, additional information, and completion of improvements pursuant to Federal Way Revised Code (FWRC) 18.40.030. The following items must be addressed prior to scheduling a public meeting with the City Council's Land Use/Transportation Committee. Please refer any questions to the appropriate staff person below. Matt Herrera, Planning, 253-835-2638, matt.lierrera a cih offedei-alway.ccoin 1. Improvements — The plat improvements are not yet substantially completed. Planning Division requirements for completeness include installation and city inspection of all landscaping within tracts, installation of wetland buffer signage, and construction of chip trail with seating in Tract F. Be advised this comment is limited to the Planning Division only and other city departments will have their own threshold of what constitutes substantially completed. 2. Pedestrian Trail — As the pedestrian trail connection was a condition of approval for Tracts F and H, please provide the alignment on the plat. General Information — In a plat notes section, preferably sheet 1 or sheet 2, please provide the following information: a. Total acreage of the site platted, prior to creation of any lots, tracts, other dedications. b. Total acreage of wetland buffer tract. c. Total acreage dedicated for public right-of-way (frontage and new street). d. Total acreage of all other tracts. e. Net plat area, which is (a) minus (b)(c)(d) from above. 4. Tract Notes —As conditioned by the preliminary plat decision, please add a plat note that states: Tracts shall not be further subdivided; may not be developed with any buildings or other structures except as may be approved by the city for recreational purposes only for the benefit of the homeowners; and may not be used for financial gain. , 33325 8th Avenue South, Federal Way, WA 98003-6325 e (253) 835-7000 • www.cityoffederalway.com Me. Deaver October 16.2015 Page 2 Also please provide the following note regarding vegetation disturbance within open space, wetland buffer, and landscape tracts: Removal or disturbance of vegetation and landscaping within the open space and wetland tracts is prohibited, except as necessary for maintenance or replacement of existing plantings and as approved by the Community Development Department. 5. Retaining Walls —The construction plans do not identify any retaining walls but it is likely that future homebuilders and/or homeowners will construct walls in the future. As such, the preliminary plat conditions pertaining to walls must be provided on the plat. In a plat note please provide the following: Retaining walls shall be hannonious with the residential use of the site and shall promote residential design themes through such means as terracing, orientation, natural material selection, use of vegetation screening, and textural treatment to be designed by the applicant and approved by the Community Development Department. Driveways — Lots 10, 11, 14, and 15 contain approximately 24 feet of frontage. Be advised that FWRC 19.130.240(1)(a) does not allow driveways within 5 feet of any side property line within the 20-foot required front yard. This results in a maximum driveway width of approximately 14 feet for the above -referenced lots at the frontage. The department will consider a shared driveway for the abutting parcels via an easement that is shown on the plat. No variances to the driveway widths will be considered after the plat is recorded and building permits are under review. 7. CC&Rs — Page 9, paragraph 5, replace City of Edgewood with City of Federal Way. 8. Encroachments —No easements for neighboring encroachments into the open space tract will be considered. It may be necessary to obtain a boundary line adjustment if encroachments will remain. A new open space calculation will be necessary to verify minimum open space is provided if the encroachments are to remain. Ann Dower, Development Services, 253-835-2732, ancY.dower(tk)cityot ederalway.co»i 1. Improvements —The plat improvements are not yet substantially completed. Public Works Division requirements for completeness include installation and city approval of all frontage improvements, survey monumentation, utility connections, site stabilization, and as -built drawings. 2. General Information —Please provide the following information on the plans: City file number; City -approved dedication language (enclosed); Addresses of each lot; Equipment and procedures used statement; Line for date and time of recording; Location of all existing easements and recording number. 3. Lot Closures: Please provide a printout of the existing lot closures, sealed by the PLS. Also provide lot closures for Tract G, which was not included in the submittal. Add the distance along the east property line of Tract F. 15-104753 Doc I.D 70979 Mr. Deaver October 16, 2015 Page 3 Sarady Long, Transportation, 253-835-2743, saradv.lon r(Dccitvoffederalway.com Transportation items will be sent later under separate cover. Brian Asbury, Lakehaven Utility District, 253-946-5407, basury c :lakehaven.org Applicant has previously commenced sewer system construction for the proposed plat; however, this work is still under "construction" at this time. Applicant will need to reach a point of substantial cotnpletion, or acceptance, of the facilities construction as determined by Lakehaven. Technical comment: The Lakehaven easement reservation noted on Sheet 2 of the plat documents can be omitted/removed, as all new Lakehaven/sewer facilities will be within the public right-of-way dedicated under the platting process. Closing Be advised this is a preliminary review of submitted plans for the final plat. Additional comments may be necessary following site inspections of the subject property. Please resubmit six copies of corrected plan sheets and four copies of any corrected reports. You may contact me at 253-835-2638 or matt.herrera@cityoffederalway.com. Sincerely, / F Matthew Herrera, AICP Senior Planner enc: Bulletin 129 'Resubmittal Information" c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District 15-104753 Doc, I.D. 70979 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: September 23, 2015 TO: E.J. Walsh, Development Services Manager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Rick Perez, City Traffic Engineer FROM: FOR DRC MTG. ON.• FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS ZONING DISTRICT: PROTECT DESCRIPTION: LAND USE PERMITS: PROJECT CONTACT: Matt Herrera — Planning Division October 1, 2015 — Internal Completeness and Technical Review 15-104753-00-SU 07-103109-SU / 13-103175-EN SOUNDVIEW MANOR FINAL PLAT APNs 112103-9060 and 112103-9119. Site is located near the intersection of Dash Point Road and 4"' Ave SW. RS 9.6 Subdivision of 9.2 acre parcel into 21 lots with open space, wetlands and storm water tract. Final Plat CESNWINC CRAIG DEAVER 310 29TH ST NE Suite 101 Puyallup, WA 98372 MATERIALS SUBMITTED: 1. Signed MLU 2. CES Transmittal 3. Email Exchange 4. Property Tax Payment Receipts 5. Title Report 6. Lot Closures 7. CC&Rs 8. Plat 1 First American First American Title Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 August 05, 2015 Don Babineau C.E.S. NW Inc 310 29th Street NE, Suite 101 Puyallup, WA 98372 Phone:(253)848-4282 Fax: (253)848-4278 Title Officer: Pat Fullerton Phone: (206)615-3055 Fax No.: (866)904-2177 E-Mail: pfullerton@firstam.com Order Number: 2382181 Escrow Number: NONE Buyer: Owner: Property: Vacant Land Washington Attached please find the following item(s): Guarantee Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First. SEP 17 2015 CITY OF FEDERAL WAY CDS Form 5003353 (7-1-14) Page 1 of 10 Guarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75)' Washington Subdivision Guarantee Firs% American ISSUED BY First American Title Insurance Company Guarantee GUARANTEE NUMBER 5003353-2382181 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES C.E.S. NW Inc the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness In the assurances set forth in Schedule A. First American Title Insurance Company 0911nis J G11111ore pnesicwt M-U, 0 Jeilrey 5- RoNnson Aecrelary This jacket was created electronically and constitutes an original document roan 5003353 (7-1-14) Page 2 of 10 �uarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75), Washington' /—) SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all Form 5003353 (7-1-14) Page 3 of 10 jGuarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) 7 Washington GUARANTEE CONDITIONS AND STIPULATIONS (Continued) S. 6. reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any Iiability of the Company under this Guarantee to the Assured for that claim. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the Form 5003353 (7-1-14) ,Page 4 of 10 indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosection of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by t uarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) Washington GUARANTEE CONDITIONS AND STIPULATIONS (Continued) any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at First American Title Insurance Company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, California 92707 Claims.NIC firstam.com Phone: 888-632- 1642 Fax: 877-804-7606 .first American Title Form 5003353 (7-1-14)Page 5 of 10 ?Guarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) iWashington 4aYe;. Frrst American Schedule A Order No.: 2382181 Name of Assured: C.E.S. NW Inc Date of Guarantee: July 31, 2015 Amended Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2382181 Liability: $1,000.00 The assurances referred to on the face page hereof are: 1. Title is vested in: Fee: $350.00 Tax: $33.25 HIGH COUNTRY SOUNDVIEW MANOR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. Form 5003353 (7-1-14) :Page 6 of 10 Guarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75 Washington -� First American •�, W Schedule B Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2382181 RECORD MATTERS 1, General Taxes for the year 2015. The first half becomes delinquent after April 30th. half becomes delinquent after October 31st. Tax Account No.: 112103911908 1st Half Amount Billed: $ 889.06 Amount Paid: $ 889.06 Amount Due: $ 0.00 Assessed Land Value: $ 125,000.00 Assessed Improvement Value: $ 0.00 2nd Half Amount Billed: $ 889.05 Amount Paid: $ 0.00 Amount Due: $ 889.05 Assessed Land Value: $ 125,000.00 Assessed Improvement Value: $ 0.00 Affects Parcel A 2. General Taxes for the year 2015. The first half becomes delinquent after April 30th. half becomes delinquent after October 31st. Tax Account No.: 112103906007 1st Half Amount Billed: $ 1,535.57 Amount Paid: $ 1,535.57 Amount Due: $ 0.00 Assessed Land Value: $ 216,000.00 Assessed Improvement Value: $ 0.00 2nd Half Amount Billed: $ 1,535.57 Amount Paid: $ 0.00 Amount Due: $ 1,535.57 Assessed Land Value: $ 216,000.00 Assessed Improvement Value: $ 0.00 Affects Parcel B The second The second 3. Taxes which may be assessed and extended on any subsequent roll for the tax year 2015, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. Form 5003353 (7-1-14) Page 7 of 10 IG uarantee Number: 2382181 CLTA #14 Subdivision Guarantee Washington -:4. Facility Charges, if iy, including but not limited to hook-up, jr connection charges and latecomer charges for sewer, water and public facilities of Federal Way Water and Sewer as disclosed by instrument recorded under recording no. 8905120210. 5. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: High Country Soundview Manor, LLC Grantee/Beneficiary: Sabal Capital, LLC Trustee: First American Title Insurance Company Amount: $9,137,241.00 Recorded: June 20, 2014 Recording Information: 20140620001486 Said Deed of Trust was amended by Instrument recorded under King County recording number 20150319001551. 6. The terms and provisions contained in the document entitled "Assignment of Rights Under Covenants, Conditions and Restrictions, Sales Agreements, permits, and Development Documents" Recorded: June 20, 2014 Recording No.: 20140620001487 7. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: High Country Soundview Manor, LLC, a Washington limited liability company Grantee/Beneficiary: iCap Pacific Northwest Opportunity and Income Fund, LLC, a Delaware limited liability company Trustee: First American Title Insurance Company Amount: Undisclosed Recorded: June 20, 2014 Recording Information: 20140620001488 The lien of said Deed of Trust was subordinated to the lien of the instrument recorded June 20, 2014 under recording no. 20140620001486 by agreement recorded June 20, 2014 under recording no. 20140620001489 . 8. Reservations of all coal, oil, gas and mineral rights, and rights to explore for the same contained in deed from Weyerhaeuser Timber Co., a Washington Corporation: Recorded: April 19, 1947 Recording No.: 3715607 Note: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 9. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 7802159005. 10. Agreement and the terms and conditions thereof: Between: Lakehaven Utility District, King County, a municipal corporation And: Westbrook Investments LLC Recording Information: 20131003001455 Form 5003353 (7-1-14) 'Page 8 of 10 ;Guarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) Washington 11. The terms and provisions contained in the document entitled "License" Recorded: March 18, 2015 Recording No.: 20150318000644 Informational Notes, if any Form 5003353 (7-1-14) Page 9 of 10 �uarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) Washington Frrst American Schedule C Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2382181 The land in the County of King, State of Washington, described as follows: PARCEL A: THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W. M., IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW DRIVE AND EAST OF F.B. HOYT ROAD; EXCEPT THE WEST 600 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027. form 5003353 (7-1-14) !Page 10 of 10 u!Guarantee Number: 2382181 CLTA #14 Subdivision Guarantee (4-10-75) Washington RECEIVED SEP 17 2015 CITY OF F AY 'C CITY Of Federal Way APPLICATIoN NO(s) MASTER LAND USE APPLICATION DEPARTMENTOF COMMUNITY DJWFV))1MLNT SeRVICF-S 33.325 9"' Avenue South rcderal Way, WA 98003-6325 253-835-2607, Fax 253-835-2609 WWW.Cilvot'redenilway.cam Date !ZZ174-Wt Project Naine Soundview Manor Property Address/Location intersection of 8W Dash Point Road and South of 44th Avenue SW Parcel Nuniber(s) 11210-39060 and 13,21D39119 Project Description _Subdivision of 9.2 acre parcel into 21 lots with open space, wetlands and storm water tract. I. AZW. JIMA K Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment CDnip Plan/Rezone Und Surface Modification —Lot Line, Elimination — Flo -application Conference — Process I (Dircoors Approval) Process 11 (Silo Plan Review) Process III (Project Approval) Process IV (14caring Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only —Shoreline: Variance/Conditional Use Short Subdivision Subdivision Final Plat Variance; Conirnercial/Residenfial Required Information Single -Family Residential (RS-9.6) Zoning Designation Sang le-Famtly High -Density Comprehensive Plan Designation Value of Existing Inipruvernents yaluo of Proposed Improvements International Building Code (IBC): Occupancy Type NA Construction Type Applicant Name: Craig Deaver Address: 310 - 29th Street NE, Suite 101 City/State: Puyallup, WA Zip: 98372 Phone: 253-848-428 Fax, 253-848- 78 Email: cdeayer ceanw nc.com Signature: Agent (if Name: Address: City/State: Zip: Phone: Fax: Ernail. Signature: Owner Name: High Country Soundview Manor Address: P.O. Box 731749 city/state: Puyallup, WA Zip; 98373 Phone: 253-405-9901 Fax! Email: jeffthighcountryhornas.us Signature: Bulletin #003 - Janualyt, 2011 Page I of 1 kNiartdouls\Master Land Use Application I 3628 South 35th Street Tacoma, Washington 98409-3192 WATER TACOMA PUBLIC UTILITIES September 20, 2017 Jeff Caseber High Country Soundview Manor, LLC PO Box 731749 Puyallup, WA 98373-0018 Dear Jeff Caseber: Final Acceptance of Private Contract No. 2013-18 i RECEIVED SEP 2- 6 2017 CITY OF FEDERAL_ WAY I COMMUmTY DEVELOpMEN i We hereby certify that Rodarte Construction Inc. has completed the work of installing a water main for Soundview Manor located at 4300 block of SW Dashpoint Rd. in accordance with approved plans and specifications. During construction, the material, appurtenant equipment, and workmanship were inspected and the main was tested hydrostatically under a pressure of 225 PSI. The above installation complies with the requirement for a permanent water main and has been accepted this date by Tacoma Water for operation and maintenance as authorized by Public Utility Board Resolution No. 8942. Sincerely, !ti. Tony Lindgren Distribution Engineering Manager cc: Rodarte Construction Inc. CES NW Inc. Cindy Beardsley, Tacoma Water TL:td M RECEIVES SEP 18 2017 CITY OF FEDERAL WAY Lakehaven COMMUNITY DEVELOPMEN11 WA ER ''. SEVIE DISTRICT 316271st Avenue South -1 P.0, Sox 4249 a Federal Way, WA 98063-4249 253-941-151£ Federal Way o 253-927-2922 Tacoma q, September 15, 2017 Levi Rowse ICAP Equity 3535 Factoria Blvd SE, Suite 500 Bellevue, WA 98006 RE: Soundview Manor Lakehaven Project No. 6313013 Initial Acceptance Mr. Rowse: Lakehaven has received all closing documentation and has completed a satisfactory inspection of the referenced project for conformance with Lakehaven Utility District standards for materials and construction of sanitary sewer systems. Lakehaven hereby initially accepts this project for ownership, operation and maintenance. The Maintenance Bond (No. SAIFU728313) submitted for the project in the amount of $6,072.22, shall be maintained in force for a minimum period of two (2) years from this date of initial acceptance and until Lakehaven provides written notice of its release, -pending satisfactory results of a final inspection to ensure the systems remain in compliance with Lakehaven standards for materials and construction. The Assignment of Funds held to guarantee restoration of affected rights -of -way and/or off -site easements is hereby satisfied and may now be released. The assignment is held in Account No. 100271775, of Heritage Bank, in the amount of $5,000.00. A copy of this letter should be sufficient authorization to the bank to affect its release. The project account will remain open for approximately sixty (60) days from the date of this letter, to allow time for all actual Lakehaven labor and material expenses to be posted to the account. You should expect to receive additional project invoices through this period and until all associated payments are received by Lakehaven & the project account balance is zero ($0.00). Any releases of liens and/or agreements associated with the project will be held by Lakehaven until the project account balance is zero ($0.00). r� September 15, 2017 Page 2 Near the end of the two-year warranty period, Lakehaven will re -inspect the improvements for any defects in workmanship &/or materials. You will be notified of any defects discovered, and such defects will need to be corrected before the Maintenance Bond submitted as the warranty guarantee can be released. If the work & materials are determined satisfactory, Lakehaven will provide written notice to you, including release of the Maintenance Bond, at that time. Please do not hesitate to contact John Jensen, if you have any questions. John may be reached by phone at 253-946-5406 or by electronic mail at jjensen@Lakehaven.org. U i im uTorne Development Engineering Manager TDO/JAJ ec: City of Federal Way Inspection Finance FieldOps SpecialServices GIS Lakehaven- WATER & SEVVER 1 15TRICT HABITAT TECHNOLOGIES September 8, 2017 Ms. Jennifer Caldwell, Senior Planner @ CES NW Inc. 310 — 29th Street NE, Suite 101 Puyallup, Washington 98372 e-mail jaldwell@cesnwinc.com RE: Update — Soundview Manor Residential Community SW Dash Point Road, City of Federal Way Dear Ms. Caldwell, Pursuant to our discussions, Habitat Technologies has completed an onsite assessment of the Soundview Manor Residential Community to address questions raised by the City of Federal Way about any potential site construction related impacts to the established wetland buffer. Should such impacts be identified the City of Federal Way requested a review of potential mitigation actions to compensate for identified adverse impacts. BACKGROUND As a part of initial project planning a wetland and critical areas assessment was completed. This assessment identified a wetland offsite to the west of the western boundary of the project site. The overall site plan was then modified to define and establish a protective buffer adjacent to this offsite wetland consistent with the City of Federal Way Critical Areas Ordinance. Upon the approval of the site plan by the City of Federal Way the outer boundary of the protective buffer was clearly identified. The approved site plan also included the establishment of an additional protective open space area onsite between the eastern boundary of the established wetland buffer and the western boundaries of created residential lots #14 through #21. In addition, an open space area was also established along the eastern portion of the project site — between lots #1 through #11 and the eastern boundary of the project site. Prior to site clearing the outer boundaries of the established open spaces was established by the placement of protective silt fencing following Best Management Practices. A series of boundary signs were also placed along the uphill side of the protective silt fencing. wetlands, streams, fisheries, wildlife — mitigation and permitting solutions P.O. Box 1088, Puyallup, Washington 98371 253-845-5119 contact@habitattechnologies.net ONSITE OBSERVATIONS Habitat Technologies completed an onsite assessment of the established wetland buffer and protective open spaces on September 8, 2017. The following was identified: • The protective silt fencing continued to be fully functional and provided a clear break between the homesite areas and the protected areas. • There were no locations along the silt fencing were waterborne sediment encroached into the adjacent protective open space. • The area to the west of the western boundaries of lot #14 through lot#21 had not been impacted by onsite development actions and the area continued to be dominated by a mixed forest plant community. • The boundary signs were in place and functional. CONCLUSION Through the establishment of protective silt fencing along the identified outer boundaries of the open space tracts and good stewardship during site development actions the initial lot creation phase - along with the establishment of utilities and internal roadway — there have been no adverse impacts to the identified offsite wetland, its associated buffer, of the established additional open space tracts. Thank you for allowing us to assist with your site planning. Sincerely, 7�to�taJ � ���In9 Thomas D. Deming, PWS Habitat Technologies 2 17204 CEO Ss NWInc. Civil Engineering & Surveying September 5, 2017 Jim Harris City of Federal Way 33325 81" Avenue South Federal Way, WA 98003 RESUBMITTED SEP 0 5 2017 CITY OF FEDERAL WAY 00MMUNI'TY DEVELOPMENT 3 10 29"' St. NE. Suite 101 Puyallup, WA 98372 Phone: (253) 848-4282 Fax: (253) 848-4278 RE: Response to Comments for the Final Plat application for the Soundview Manor (CES #05170) City of Federal Way Permit Application 415-104753-00-SU Dear City of Federal Way, Thank you for the opportunity to respond to the City's comments for the Soundview Manor Final Plat application. Incomplete Application On October 16, 2015, the final plat application was deemed incomplete. The application is still incomplete, as the construction is not complete and Water and Sewer Completion letters have not been submitted to the City. Substantial Completion of Construction — The plat infrastructure is not yet substantially complete. The project infrastructure must be substantially complete prior to moving the plat forward for City Council review. Contact Senior Engineering Plans Reviewer Ann Dower at 253-835-2732, or ann.dower@cityoffederalway.com, regarding this comment. Response: Installation of landscaping is nearing completion. The last significant construction item that needs to be completed is the installation of the lighting system associated with the connector sidewalk. • Lakehaven Utility District Substantial Completion — The applicant has not provided a substantial completion letter from Lakehaven Water and Sewer District for the sewer system. Contact Brian Asbury with the Lakehaven Utility District at 253-945-1580, or basbury@lakehaven.org, regarding this comment. Response: Substantial completion letter and agreement was issued on July 13, 2017 by Lakehaven Water & Sewer District. • Tacoma Water Substantial Completion — The applicant has not provided a substantial completion letter from Tacoma Water for construction of the water system. Contact Tacoma Water regarding this comment. Response: Substantial completion letter was issued on August 1, 2017 by Tacoma Water Technical Comments - Planning The final plat documents do not currently provide an overall view of the whole plat in one drawings. In order to facilitate review for the City Council and to assist in reading and understanding the plat map, provide a complete view of the plat layout on one sheet. Rem• An additional sheet was added to the final plat documents to provide an overall view of the entire plat. 2. Planning Division staff will inspect the landscaping and fence within Tracts C and D. Contact me at iim.harris(a,.cityoffederalway.com or 253-835-2652 for inspection of the landscaping and fence. RespoLandscaping currently being installed and nearing completion. The City will be contacted for inspection after installation is complete. 3. City staff suggests you make locational provisions on the plat map for a plat entry sign near the plat entrance. The sign must be located outside of right-of-way and outside of any easements. Respoirs: Added a plat entry sign easement within Tract D for the construction of an entry sign near the plat entrance. 4. Please have your wetland biologist conduct a brief site reconnaissance and provide City staff with a brief written report discussing and identifying any construction related impacts to the wetland buffer and any necessary mitigation if applicable. Response: Wetland biologists are scheduled to complete the site reconnaissance of the existing adjacent wetland and onsite wetland buffer. We will provide the written report once it is available. 5. Wetland buffer signs are required per approved plan. Please provide City staff with a detail of the sign content, appearance, posting specifications and posting locations prior to installation of the signs. Response: Native Growth Protection Area (NGPA) signs (8 total) have been installed along the back of Lots 14-21 per the detail on sheet C22 of the approved civil plan set. The NGPA signs have been installed to comply with FWRC 19.145.180 and delineate the NGPA within Tract B (Wetland Buffer) and Tract E (Open Space). 6. The proposed notes on sheet 5 for the tracts are insufficient, and general language common to all the tracts is insufficient. Modify the following notes with the following language or comparable language to be approved by the City. Tract B: Wetland Buffer Critical Area Tract: All lots have an undivided interest in Tract B. This critical area tract and wetland buffer conveys to the public a beneficial interest in the land within the tract. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability and protection of plant and animal habitat. The critical area tract/buffer imposes upon all present and future owners of the land the obligation to leave PA051702\1 Filing - Soundview Manor\Final Plat Docs\Resubmittal 2017.06\R=4-01 - Response to Comments 2017,06.doc P a Re 12 undisturbed all trees and other vegetation within the tract/buffer. The vegetation within the tract may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Federal Way Department of Community Development or its successor agency. Any request to remove dead, dying, dangerous or diseased trees and vegetation must be prepared by a qualified professional arborist or other appropriate professional. Tract B may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tracts C and D: Private Landscape Tracts: All lots have an undivided interest in Tracts C and D for ownership and maintenance purposes. Tracts C and D may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tracts E. F and G: Conservation Native Growth Tracts: All lots have an undivided interest in Tracts E, F and G for ownership and maintenance purposes. These tracts contain special natural and physical amenities, the conservation of which would benefit surrounding properties or the community as a whole. The conservation area tract imposes upon all present and future owners of the land the obligation to leave undisturbed all trees and other vegetation within the tract. The vegetation within the tract may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Federal Way Department of Community Development or its successor agency. Any request to remove dead, dying, dangerous or diseased trees and vegetation must be prepared by a qualified professional arborist or other appropriate professional. Tracts E, F and G may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tract H: Pedestrian Tract: All lots have an undivided interest in Tract H for ownership and maintenance purposes. Tract H is a pedestrian access tract for public usage and is to remain open. Tracts H may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. ResFanse: Modified as requested and in addition to comments from the assessor. Per previous correspondence, please detail how the plat will meet the 15 percent minimum open space requirements, including the minimum 10 percent usable recreation area in FWRC 18.55.060. Tract H (Pedestrian tract) is the only usable open space provided on site and is approximately one percent of the site area. Per previous correspondence, my understanding is that the owner will be paying a fee in lieu of usable open space for the remaining balance (approximately nine percent) of the usable open space after subtracting the size of Tract H. Repo►rse: The total plat area is 392,630 sq. ft. The final plat consists of 3 open space tracts (Tracts E, F, and G) totaling 97,750 sq. ft. Based on this, the final plat provides 24.90% open space. In addition, the final plat consists of a pedestrian tract (Tract H) that totals 5, 810 sq. ft. or 1. 18% of the total plat area. Since the plat is required to provide a minimum of 10% usable open space, the developer will pay a fee -in -lieu of to make up the balance of the missing 8.52% usable open space. P:\05170.2\!Filing - Soundview Manor\Final Plat Docs\Resubmittal 20I Z06\R4-01 - Response to Comments 2017,06.doc Paa.e 13 8. Please identify your proposed timing for payment of the open space fee -in -lieu. The remaining balance of approximately nine percent of the site must be paid as fee -in -lieu of onsite open space. Provide the 2017 tax assessor statement for the property, and calculate the fee -in -lieu amount, based on approximately nine percent of the assessed land value. This amount must be paid to the City prior to final plat approval. Per FWRC 19.100.070(1) (b), the applicant has the option of deferring the open space fee -in -lieu payment. Open space fee -in -lieu may be deferred, but shall be paid no later than the closing of sale of each individual house or five years from deferment of the fee, whichever is earlier. Covenants prepared by the city shall be recorded at the applicant's expense on each lot at the time of plat recording to enforce payment of deferred fees. The fee shall be calculated at the time of plat recording and divided equally among all newly created lots. Please inform the city if the open space fee deferment option is desired, as the city will need to prepare the covenants in this case. If you choose not to defer payment, then the payment is due prior to final plat approval. Response: The developer will pay the open space fee -in -lieu of for the balance of the missing usable open space prior to final plat recording. The missing usable open space totals 8.52%. Soundview Manor consists of 2 existing tax parcels (112103-9060 and 112103-9119). The 2017 assessed value of parcel 112103-9060 is $226, 000 and the 2017 assessed value of parcel 112103-9119 is $131, 000. The combined 2017 assessed value for both parcels is $357, 000. Based on the missing usable open space totaling 8.52% the fee -in -lieu of payment will be $30,416.40. As previously stated, this amount will be paid prior to jgnal plat recording. 9. Eliminate the text: "approx. location of paved trail" shown in Tract F on plat sheet 4. Response: Removed as requested. 10. The note about traffic impact fees on sheet 5 needs to be revised and clarified; see Public Works comments below. Response: Completed as requested. 11. For your information, per FWRC, school impact fees are required to be paid at the time of individual building permit issuance. The City has an adopted deferral system, to allow deferral until final building permit inspection approval. If deferral is chosen, at the time of building permit application submittal, a covenant would need to be recorded for each lot that would be the subject of a deferral, at the applicant's expense per FWRC 19.100.070. Response: Comment noted. Thank you. 12. The Public Works Department will inspect the street trees and landscaping inside the stormwater drainage tract. Contact the Public Works Inspector to conduct this inspection. Response: A final punchlist inspection has been scheduled with Public Works for Sept. 14"'. 13. Prior to forwarding the final plat to the City Council, please verify with King County recorder that the proposed name Soundview Manor is available as the plat name. If this name has been previously used in King County, the County will not allow recording with this name. P:\05170.2\Tiling - Soundview Manor\Final Plat Docs\Resubmittal 2017.06\R4-01 - Response to Comments 2017.06.doe Page 14 Responsc>: At this time the name is available online through the King County Recorders Office. 14. Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City Council's Land Use and Transportation Committee (LUTC). The LUTC will review the final plat and make a recommendation to the full City Council. The City Council will make the final decision on the plat application at a regular City Council meeting. Please be advised that staff reports to the City Council and council committees are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the monthly LUTC meeting and bi-weekly City Council meetings. In order to get considered for the July LUTC meeting, everything needs to be done and submitted to the City by June 5, 2017, to allow preparation and review of the final plat report and resolution. Response: Comment noted. Please advise when all comments are fully addressed and the date for the L UTC is known. Technical Comments — Public Works 1. An updated title report is required. Response: Will be provided prior to final plat map signatures. 2. If any of the lot lines have changed during construction, associated lot closure calculations, statutory warranty deed legal descriptions, etc. must be revised. ReA: Comment noted. The statutory warranty deeds, plat map, etc. must be revised to reflect the current signator for the property owner. Provide proof of authority to sign on behalf of the owner. Recpnnse:Already provided to Ann Dower. 4. Clarify the note on Sheet 5 to read "Each lot will be assessed Traffic Impact Fees when a building permit application is issued for each lot unless deferred as allowed by Federal Way City Code." The City has adopted a deferral system, to allow deferral until final building permit inspection approval. If deferral is chosen, at the time of building permit application submittal, a covenant would need to be recorded for each lot that would be the subject of a deferral, at the applicant's expense per FWRC 19.100.070. Respo : Revised note as indicated. 5. Construction must be complete and accepted by the Public Works Department prior to plat recording. When all of the improvements have been installed, contact the Public Works Inspector for a final inspection and punchlist of any outstanding items that remain to be completed. Responsc•: A final punchlist inspection has been scheduled with Public Works for Sept. 14"'. P:\05170.2\!Filing - Soundview Manor\Final Plat Docs\Resubmittal 2017.06\R4-01 - Response to Comments 2017.06,doc Page 15 a 6. Under Tract Notes for Tract A on Sheet 5, add "and statutory warranty deed, recording number " Response: Added as requested. 7. Under Plat Notes on Sheet 5, add "43rd Place SW, square feet, dedicated for public right-of-way upon recording of this plat and statutory warranty deed, recording number Response: Added as requested. 8. Add curve and line table information to the plat map on sheets 3 and/or 4_ Response: Added as requested. If you have any questions, please do not hesitate to contact me. Regards, Z't, /aldweill ennifer Senior Planner P:\05 170.2\! Filing - Soundview Manor\Final Plat Docs\Resubmittal 2017.06\R4-01 - Response to Comments 2017.06.doc Pate 16 r� ?628 SoLilh 35:h Street %Nashington 98408.31 2 WATER A"'0`a,.. ... _1C J'iL I_-5 August 1, 2017 Jeff Caseber High Country Soundview Manor. LLC PO BOX 731749 Puyallup, WA 98373 Water Main Installed Under Private Contract No. 2013-18, Soundview Manor Dear Jeff Caseber: ra T Please be advised that the water main(s) and appurtenances installed under the subject project have been constructed, hydrostatically tested, flushed, and sampled in accordance with our approved plans and specifications and are now in service. The fire flow available in this area is approximately 1,900 GPM for a duration of 120 minutes. THESE NEW MAINS WILL NOT BE OFFICIALLY ACCEPTED for operation and maintenance by the City until after City forces perform a final inspection of the completed site, and all required corrections to water main facilities are made. THE DEVELOPER MUST NOTIFY US AS SOON AS THE SITE IS COMPLETED AND READY FOR FINAL INSPECTION. The Contractor/Developer's Performance Bond shall remain in full force and effect for one year following final acceptance. if an Assignment of Funds, Letter of Credit, Cashier's Check or Certificate of Deposit was submitted in lieu of a Bond, it may be substituted for with a performance Bond of the same amount, at the time of final acceptance. Fees for the installation of your water services should now be paid if you have not already done so. Also, you should notify your surveyor to prepare the water easements, if applicable. Note that if easements are required, no services will be installed until the appropriate easements have been submitted to us for recording. We will provice the Federal Way Fire Mars�al with the as -built drawings as soon as they are available, if you have any questions, please call me at (253) 502-8280. Sin66 ply. J J' Jesfie J'Angel" Utility Service Specialist JA:td cc: Rodarte Construction Inc. Federal Way Fire Marshal CES NW Inc. i , l Lakehaven A1A ER IC.y.. 316271st Avenue South P.O. Box 4249 � Federal Way, WA 98063-4249 253-941-1516 Federal Way 253-927-2922 Tacoma P wwwlakeh aven.org July 13, 2017 Jeff Caseber High Country Homes, Inc PO Box 731749 Puyallup, WA 98373 RE*. Soundview Manor Substantial Completion Agreement Transmittal Project No. 6313013 Mr. Caseber: Enclosed is the "Agreement for Connection of Sewer Facilities as Substantially Complete," as you requested. Please execute the Agreement and return it along with the required Substantial Completion cash deposit in the amount of $14,820.00. You will receive a fully executed copy by return mail. Please contact Lakehaven for the proper form, if you choose to utilize an Assignment of Funds in lieu of the cash deposit. If the executed Agreement is not returned within 60 days it will be void & a new Agreement will be required that may include revised deposit amounts. Additionally, you will need to submit the project's Acceptance Guarantee Deposit(s) as a condition of Lakehaven granting Substantial Completion status for the project, in accordance with Lakehaven's Fees & Charges Resolution. Current amounts for this purpose are $3,200.00 for sewer. Lakehaven also requires other items identified in Lakehaven Policy No. 300-15, copy enclosed. These items include the following: the facilities have been installed and satisfactorily tested and reach the point of operational lacking final adjustment to final pavement; Bill(s) of Sale; Maintenance Bond; Easements; construction ("as -built") mylar record drawings & AutoCAD files; and payment of all outstanding invoices for Lakehaven. Please note expiration date for this project of August 19, 2018. If the project has not been "accepted", as determined by Lakehaven, on or before the expiration date, the Substantial Completion deposit may be used by Lakehaven to complete the project in accordance with the terms of the Agreement. July 13, 2017 Page 2 Please refer to the enclosed Project Checklist for items/issues that remain outstanding prior to Lakehaven granting substantial completion status and/or initial project acceptance by Lakehaven. Please do not hesitate to contact me, if you have any questions. I may be reached by phone at 253-96-5406 or by electronic mail at jjensen@Lakehaven.org. Sincerely, John Jensen ; Engineering Technician II Encls: c: Eric Oehler CITY OF �. Federal Way RESUBMITTED SEP 0 5 2017 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor May 25, 2017 CFTY OF FEDERAL WAY CO,M.MUNITY DEVELOPMENT Eric Oehler email: eoehler@cesnwinc.com C E S NW Inc 310 29"' Street NE, Suite 101 Puyallup, WA 98372 RE: FILE #15-104753-00-SU; TECHNICAL REVIEW CYCLE 3 Soundview Manor Final Plat, APNs 112103-9060 and 112103-9119, Federal Way Dear Mr. Oehler: The Community Development Department has reviewed the Soundview Manor Final Plat application submitted September 17, 2015, with revisions submitted April 5, 2017. The final plat is being returned for corrections, additional information, and completion of improvements pursuant to Federal Way Revised Code (FWRC) 18.40.030. The following items must be addressed prior to scheduling a public meeting with the City Council's Land Use/Transportation Committee. Please refer any questions to the appropriate staff person below. INCOMPLETE APPLICATION On October 16, 2015, the final plat application was deemed incomplete. The application is still incomplete, as the construction is not complete and Water and Sewer Completion letters have not been submitted to the City. Substantial Completion of Construction — The plat infrastructure is not yet substantially complete. The project infrastructure must be substantially complete prior to moving the plat forward for City Council review. Contact Senior Engineering Plans Reviewer Ann Dower at 253-835-2732, or ann.dower(@cit .offederalWa .eoiii regarding this comment. • Lakehaven Utility District Substantial Completion — The applicant has not provided a substantial completion letter from Lakehaven Water and Sewer District for the sewer system. Contact Brian Asbury with the Lakehaven Utility District at 253-945-1580, or basburyalakehaveiLM, regarding this comment. ■ Tacoma Water Substantial Completion — The applicant has not provided a substantial completion letter from Tacoma Water for construction of the water system. Contact Tacoma Water regarding this comment. TECHNICAL COMMENTS The following comments represent the city's initial review of the final plat submittal. Please provide the following information as soon as possible in order to further process the final plat application. Mr. Oehler May 25, 2017 Page 2 Please revise the final plat documents in accordance with the following comments and resubmit five sets of paper copies of the revised final plat drawings and four copies of any supporting documents along with the enclosed resubmittal form. Also include one copy of the plat map reduced to 8'/z by 11 inches. 1. The final plat drawings do not currently provide an overall view of the whole plat in one drawing. In order to facilitate review for the City Council and to assist in reading and understanding the plat snap, provide a complete view of the plat layout on one sheet. 2. Planning Division staff will inspect the landscaping and fence within tracts C and D. Contact meat iiiii.liarris ..citvoffederalwa .cam or 253-835-2652 for inspection of the landscaping and fence. 3. City staff suggests you make locational provisions on the plat map for a plat entry sign near the plat entrance. The sign must be located outside right-of-way, and outside of any easements. 4. Please have your wetland biologist conduct a brief site reconnaissance and provide City staff with a brief written report discussing and identifying any construction related impacts to the wetland buffer and any necessary mitigation if applicable. 5. Wetland buffer signs are required per approved plan. Please provide City staff with a detail of the sign content, appearance, posting specifications and posting locations, prior to installation of the signs. 6. The proposed notes on sheet 5 for the tracts are insufficient, and general language common to all the tracts is insufficient. Modify the following notes with the following language or comparable language to be approved by the City. Tract B: Wetland Buffer Critical Area Tract: All lots have an undivided interest in Tract B. This critical area tract and wetland buffer conveys to the public a beneficial interest in the land within the tract. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare, including control of surface water and erosion, maintenance of slope stability and protection of plant and animal habitat. The critical area tract/buffer imposes upon all present and future owners of the land the obligation to leave undisturbed all trees and other vegetation within the tract/buffer. The vegetation within the tract may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Federal Way Department of Community Development or its successor agency. Any request to remove dead, dying, dangerous or diseased trees and vegetation must be prepared by a qualified professional arborist or other appropriate professional. Tract B may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tracts C and D: Private Landscape Tracts: All lots have an undivided interest in Tracts C and D for ownership and maintenance purposes. Tracts C and D may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tracts E, F and G: Conservation Native Growth Tracts: All lots have an undivided interest in Tracts E, F and G for ownership and maintenance purposes. These tracts contain special natural and physical amenities, the conservation of which would benefit surrounding properties or the community as a IS-104753 Doc I.D. 75942 Mr. Oehler May 25, 2017 Page 3 whole. The conservation area tract imposes upon all present and future owners of the land the obligation to leave undisturbed all trees and other vegetation within the tract. The vegetation within the tract may not be cut, pruned, covered by fill, removed or damaged without approval in writing from the City of Federal Way Department of Community Development or its successor agency. Any request to remove dead, dying, dangerous or diseased trees and vegetation must be prepared by a qualified professional arborist or other appropriate professional. Tracts E, F and G may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Tract H: Pedestrian Tract: All lots have an undivided interest in Tract H for ownership and maintenance purposes. Tract H is a pedestrian access tract for public usage and is to remain open. Tracts H may not be developed with any buildings or structures, may not be further subdivided, and may not be used for financial gain. Per previous correspondence, please detail how the plat will meet the 15 percent minimum open space requirements, including the minimum 10 percent usable recreation area in FWRC 18.55.060. Tract H (Pedestrian tract) is the only usable open space provided on site and is approximately one percent of the site area. Per previous correspondence, my understanding is that the owner will be paying a fee in lieu of usable open space for the remaining balance (approximately nine percent) of the usable open space after subtracting the size of Tract H. 8. Please identify your proposed timing for payment of the open space fee -in -lieu. The remaining balance of approximately nine percent of the site must be paid as fee -in -lieu of on - site open space. Provide the 2017 tax assessor statement for the property, and calculate the fee -in -lieu amount, based on approximately nine percent of the assessed land value. This amount must be paid to the City prior to final plat approval. Per FWRC 19.100.070(1) (b), the applicant has the option of deferring the open space fee -in -lieu payment. Open space fee -in -lieu may be deferred, but shall be paid no later than the closing of sale of each individual house or five years from deferment of the fee, whichever is earlier. Covenants prepared by the city shall be recorded at the applicant's expense on each lot at the time of plat recording to enforce payment of deferred fees. The fee shall be calculated at the time of plat recording and divided equally among all newly created lots. Please inform the city if the open space fee deferment option is desired, as the city will need to prepare the covenants in this case. If you choose not to defer payment, then the payment is due prior to final plat approval. 9. Eliminate the text: "approx. location of paved trail" shown in Tract F on plat sheet 4 10. The note about traffic impact fees on sheet 5 needs to be revised and clarified; see Public Works comments below. 11. For your information, per FWRC, school impact fees are required to be paid at the time of individual building permit issuance. The City has an adopted deferral system, to allow deferral until final building permit inspection approval. If deferral is chosen, at the time of building permit application submittal, a covenant would need to be recorded for each lot that would be the subject of a deferral, at the applicant's expense per FWRC 19.100.070. I5-I0475; Doc I.D. 75942 Mr. Oehler May 25, 2017 Page 4 12. The Public Works Department will inspect the street trees and landscaping inside the stormwater drainage tract. Contact the Public Works Inspector to conduct this inspection. 13. Prior to forwarding the final plat to the City Council, please verify with King County recorder that the proposed name Soundview Manor is available as the plat name. If this name has been previously used in King County, the County will not allow recording with this name. 14. Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City CounciI's Land Use and Transportation Committee (LUTC). The LUTC will review the final plat and make a recommendation to the full City Council. The City Council will make the final decision on the plat application at a regular City Council meeting. Please be advised that staff reports to the City Council and council committees are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the monthly LUTC meeting and bi-weekly City Council meetings. In order to get considered for the July LUTC meeting, everything needs to be done and submitted to the City by June 5, 2017, to allow preparation and review of the final plat report and resolution. The following Public Works Department technical review comments apply to the final plat documents. Contact Ann Dower, Senior Engineering Plans Reviewer, at 253-835-2732 or ann.dower@cityoffederalway.com regarding the items below. The applicant will need to address the following: 1. An updated title report is required. 2. If any of the lot lines have changed during construction, associated lot closure calculations, statutory warranty deed legal descriptions, etc. must be revised. 3. The statutory warranty deeds, plat map, etc. must be revised to reflect the current signator for the property owner. Provide proof of authority to sign on behalf of the owner. 4. Clarify the note on Sheet 5 to read "Each lot will be assessed Traffic Impact Fees when a building permit application is issued for each lot unless deferred as allowed by Federal Way City Code. " The City has adopted a deferral system, to allow deferral until final building permit inspection approval. If deferral is chosen, at the time of building permit application submittal, a covenant would need to be recorded for each lot that would be the subject of a deferral, at the applicant's expense per FWRC 19.100.070. 5. Construction must be complete and accepted by the Public Works Department prior to plat recording. When all of the improvements have been installed, contact the Public Works Inspector for a final inspection and punchlist of any outstanding items that remain to be completed. 6. Under Tract Notes for Tract A on Sheet 5, add "and statutory warranty deed, recording number " 15-104753 Doc I D, 75942 Mr. Oehler May 25, 2017 Page 5 7. Under Plat Notes on Sheet 5, add "43`d Place SW, square feet, dedicated for public right-of- way upon recording of this plat and statutory warranty deed, recording number . " 8. Add curve and line table information to the plat map on sheets 3 and/or 4. If you have any further questions or need any assistance, contact me at 253-835-2652 or jim.harris@cityoffederalway.com. Sincerely, Harris Senior Planner c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Jennifer Caldwell, CES, jcaldwellncesnwinc.com enc: Resubmittal Bulletin 15-104753 Doc. I D- 75942 CITYOF =---?� Federal Way COMMUNITY DEVELOPMENT DEPARTMENT STAFF REPORT TO LAND USE & TRANSPORTION COMMITTEE SOUNDVIEW MANOR FINAL PLAT Federal Way File No. 15-104753-00-SU Report prepared by Jim Harris, — Senior Planner, October 23, 2017 RECOMMENDATION The Community Development Department recommends approval of the Soundview Manor Final Plat (Exhibit A). City of Federal Way staff has reviewed the final plat application and finds it complies with the preliminary plat conditions and all other applicable codes and policies. II POINT SUMMARY Meeting Date: Land Use/Transportation Committee — Monday November 6, 2017— 5:30 pm. Plat Location: King County Parcels 112103- 9060 and 112103-9119. Parcels are located along Dash Point Road east of 44t' Avenue SW intersection. (Exhibit B). Description: Soundview Manor is a proposed 21-lot single-family residential subdivision on approximately 9.2 acres. The Soundview Manor preliminary plat application was granted approval by the Federal Way City Council on May 6, 2013 per City Council Resolution 13-636 (Exhibit Q. Subject Property Vicinity Map Access to Soundview Manor is via SW Dash Point Road onto a new roadway within the plat. All required roads, sidewalks, pedestrian pathways, storm drainage facilities, sewer lines, water lines, and related improvements for the project have been constructed or are financially guaranteed. Doc. I.D. Owner: High Country Soundview Manor LLC 3535 Factoria Blvd. SE, Suite 500 Bellevue, WA 98006 Jim Christensen Agent: CES NW, Inc Craig Deaver 310 29'h St. NE, Suite 101 Puyallup, WA 98372 Water: Tacoma Water Sewer: Lakehaven Water and Sewer District Fire District: South King Fire and Rescue School District: Federal Way Public Schools III HISTORY AND BACKGROUND Federal Way Comprehensive Plan and zoning designation for the subject property is Single Family High Density Residential and RS 9.6, respectively. The Soundview Manor plat is a standard subdivision with a minimum permitted lot size of 9,600 square feet. The lot sizes on the final plat range from 9,603 square feet to 15,327 square feet. The 21-lot Soundview Manor Preliminary Plat was granted approval by the Federal Way City Council on May 6, 2013, per Resolution 13-636. The 9.2-acre subdivision includes tracts for storm drainage, open space, wetland buffer, landscaping, and pedestrian pathway. The applicant applied for final plat approval on September 17, 2015, while the site was still under construction. Improvements are now substantially complete. Pursuant to RCW 58.17.110 and Federal Way Revised (FWRC) 18.40, the City Council is charged with determining whether: 1) the proposed final plat conforms to all terms of the preliminary plat approval; 2) the subdivision meets the requirements of all applicable state laws and local ordinances which were in effect at the time of preliminary plat approval; 3) all taxes and assessments owing on the property have been paid; and 4) all required improvements have been made or sufficient security has been accepted by the city. City of Federal Way staff has reviewed the Soundview Manor Final Plat for compliance with preliminary plat conditions and all applicable codes and policies. All applicable codes, policies, and plat conditions have been met or financially secured as allowed by FWRC 18.40.040. A proposed resolution to approve the Soundview Manor Final Plat is enclosed (Exhibit E). IV COMPLIANCE WITH PRELIMINARY PLAT CONDITIONS The following lists conditions of preliminary plat approval (Resolution 13-636). Required improvements have been completed or financially secured as allowed by FWRC 18.40.040 and identified by staff responses following each condition. 1. Prior to proceeding with plat infrastructure construction, the applicant shall provide a revised landscape plan that includes the following landscaping to be approved by the city: Doc. I.D. 1 a. Arterial buffer landscaping shall be required in Tracts C and D per FWRC 18.60.030. b. Stormwater detention facility buffer landscaping shall be required in Tract A, including trees, shrubs, and groundcover, to provide a visual separation between the public right-of- way and the proposed stormwater facilities. This landscaping shall be placed in a separate tract that shall be owned and maintained by the homeowners' association. If cyclone fencing is used around the storm drainage ponds, the fencing shall be coated black or green. c. Street trees in right-of-way landscape planter strips per Public Works Department standards. d. Indication of methods to protect significant trees identified for retention in Tracts B, E, F, and G during plat and home construction in accordance with FWRC Section 19.120.160 requirements. Staff Response — This condition has been met. Landscape plans meeting this condition were approved by the Community Development and Public Works Departments. 2. Prior to final plat approval, all plat landscaping improvements shall be completed, inspected, and approved by the Community and Economic Development Department, unless a financial guarantee is approved by the city for completion of the landscape improvements. Staff Response — This condition has been met. All required landscaping has been installed by the applicant and inspected by City staff. Trees and vegetation within open space tracts were preserved during construction. 3. Design and construction of the project shall comply with all requirements and recommendations of the project geotechnical engineer. Staff Response — This condition has been met. The geotechnical report dated 511812006 was reviewed. A geotechnical engineer was onsite during construction to provide testing, direction, and field reports. The design maintained recommended separation from groundwater. 4. Prior to final plat approval, the final plat drawing shall dedicate all common open space in designated wetland buffer and open space tracts to be owned in common and maintained by property owners of the proposed subdivision, and shall prohibit removal or disturbance of vegetation and landscaping within the tracts, except as necessary for maintenance or replacement of existing plantings and as approved by the city. A note shall be included on the final plat map that the open space tract shall not be further subdivided; may not be developed with any buildings or other structures except as may be approved by the city for recreational purposes only for the benefit of the homeowners; and may not be used for financial gain. Staff Response — This condition has been met. Notes on sheet 5 of the final plat include language as required in this condition. 5. Prior to final plat approval, appropriate signage shall be installed to denote the boundary of the designated wetland buffer area: Tract B and open space Tract E. Staff Response — This condition has been met. Wetland buffer signs have been placed along the edge of the wetland buffer tract between Tracts B and E Doc. I.D. 6. Prior to final plat approval, the applicant shall provide a paved trail connecting Soundview Drive to the sidewalk on the south side of SW 314`h Street. The 8-foot wide paved trail with 2- foot gravel shoulders on each side shall be in a dedicated tract to be owned and maintained by the future homeowners association. The plan for the trail connection shall be reviewed and approved by the Public Works Department in conjunction with engineering plan review. Staff Response — This condition has been met. A paved pedestrian trail has been constructed within Tract H, and will be owned and maintained by the future homeowners association. The Public Works Department approved a minor revision to the trail, as it is connected to the sidewalk on the north side of SW 3141h Street rather than the south side of SW 314"' street. This minor revision was supported in order to reduce the grade of the trail and to reduce the amount and extent of land excavation required to construct the trail. 7. On the final plat map, Tracts A, C, D, and H shall be revised to provide details of any proposed retaining walls within, the these tracts. The retaining walls, if included in the plat construction, shall be owned and maintained by the future homeowners' association. Due to the proximity to SW Dash Point Road and the potential aesthetic impact from large untreated walls, retaining walls visible from SW Dash Point Road shall include, but are not limited to, the following design features: horizontal and vertical undulation, terracing with a minimum width of six feet between terraces to allow a safe area for maintenance; landscape screening; and wall texturing. Staff Response — This condition has been met. There are no retaining walls in Tracts A, C, D, or H. Several rock retaining walls no taller than six feet in height have been approved and constructed on several individual lots, and all ihese rockery walls will be owned and maintained by the future individual lot owners. 8. If included in the final engineering design, details for retaining walls and rockeries on individual lots shall be provided. Retaining walls shall be harmonious with the residential use of the site and shall promote residential design themes through such means as terracing, orientation, natural material selection, use of vegetation screening, and textural treatment to be designed by the applicant and approved by the Community and Economic Development Department. Staff Response — This condition has been met. Several rock retaining walls no taller than six feet in height have been approved and constructed on individual lots. 9. If the City hasn't done so already, City engineering staff shall review the comment letter from Ting -I Lee, dated May 19, 2008, Ex 4, to ensure that his concerns have been adequately addressed and do not reveal any issues of noncompliance with City development standards. City engineering staff may require further design modifications and conditions as necessary to satisfy City standards. Staff Response — This condition has been met. -The street connection to SW 314`h St was eliminated due to unusual topographic conditions. A sidewalk connection was required for safe school access. -The internal road, 43'd Place SW, was reviewed and approved by South King Fire and Rescue and City review staff. It meets all City standards, including maximum of 1 S% slope. -Staff is aware of the downstream erosion issue. It was closely monitored during construction, and the project did not impact any offsite areas. The completed project provides infiltration up to and including the 100 year storm, and is not anticipated to create additional impacts to any downstream property. Doc. I.D. -The wetlands on the west side of the plat originally received runoff primarily from Tract B (wetland buffer) and Tract E (Open Space). Drainage patterns in these tracts have not been altered. In addition, a minor portion of lots 14-19 originally drained to the wetland. These lots have been graded so that runofffrom yards and decks will flow toward the wetland, while the roofs will be tightlined to the infiltration system, thus maintaining the wetland hydrology. The wetland report did not require additional measures to be taken. -All walls were kept to six feet tall or less. -The Stormfilter vault is a commonly -used proprietary device that is allowed by current storm water regulations. The City will maintain the unit, as is common with other subdivisions. -Collision history over the last three years was reviewed and no fatalities were found. WSDOT reviewed and approved the road and channelization plans. . - The project was closely monitored during construction. Staff did not receive complaints regarding dust and mud tracked onto the streets. Noise was addressed as necessary. - SW 314"' St connection was not included on the approved preliminary plat, and therefore was not constructed, thus reducing the amount of clearing and heavy equipment operation in the area. Standard construction practices were followed. A geotechnical engineer was onsite during construction and provided field reports. V STATE ENVIRONMENTAL POLICY ACT (SEPA) The city issued a Mitigated Determination of Nonsignificance (MDNS) for the proposal on August 3, 2012. Based on goals and policies of the Federal Way Comprehensive Plan, the following conditions were incorporated into the MDNS document to minimize potential significant adverse impacts from the development. Conditions were satisfied per the staff responses following each condition. 1) Clearing, grading, wall, and utility line construction for the plat shall be limited to the months between April 30 and October 1 (known as the "dry season"). After final plat approval, these seasonal restrictions shall also apply to construction on individual lots. The Public Works Director may revise this restriction based on weather patterns and individual site considerations. Staff Response — This condition has been met. Erosion control was monitored and the seasonal restriction was observed during construction, and will continue to be observed during home construction. 2) Prior to clearing, the applicant shall retain the services of a certified ESC supervisor with experience in construction supervision/inspection and a background in geology, soils science, or agronomy who shall be responsible for erosion control throughout the project. Staff Response — This condition has been met. A certified ESC supervisor was provided who monitored onsite conditions. 3) Prior to engineering approval, the applicant shall demonstrate to the satisfaction of the city that the engineering plans have fully incorporated Critical Areas Special Provisions from the 2009 KCSWDM (section 5.13.3). Staff Response — This condition has been met. The applicant was required to restrict activity during the wet season and will continue to meet this requirement during home construction. No work was done within the wetland buffer. Doc. I.D. 4) The engineering plans shall include turbidity testing that shall be performed pursuant to section D.4.2-3 of the 2009 KCSWDM. Staff Response — This condition has been met. The stream was monitored. Storm water was contained and treated onsite. 5) The engineering plans shall include school access improvements as follows: a) Street lighting at the entrance to the development, and along the sidewalk to be installed on the south side of SW Dash Point Road, from the entrance of the development west to 44�' Avenue SW. b) A paved walkway within a public right-of-way to be dedicated to the city and maintained by a homeowner's association through the east side of the development, including sufficient lighting along said path, to SW 314'' Street in the Twin Lakes neighborhood. Foliage on either side of the paved walkway shall allow for clear visibility to support student safety. Staff Response — This condition has been met. Streetlights were provided at the entrance, on the internal street, and along SW Dash Point Road. A lighted walkway was installed in Tract H between lots 2 and 3. VI DECISIONAL CRITERIA r ursuant to F�,�JRC 14.40.050 �f rhP �`;r., (vn,,nril _fi_nric that the following criteria have been met, the City �� «....�, g y Council may approve the final plat for recording: The final plat is in substantial conformance to the preliminary plat. Staff Response: This criterion has been met, as the conditions ofpreliminary plat and SEPA determination have been met or financially guaranteed, and the final plat is in substantial conformance to the preliminary plat. 2. The final plat is in conformity with applicable zoning ordinances or other land use controls. Staff Response: This criterion has been met. The plat meets the RS 9.6 zoning standards in effect at the time the application was determined to be complete. The lot sizes exceed the underlying minimum lot size requirement of 9,600 square feet for single family lots in the RS 9.6 zone. Construction of the plat infrastructure is substantially complete and as provided in FWCC 20- 135, performance and maintenance bonds are in place for the entire plat and off -site improvements. 3. That all conditions of the Hearing Examiner and/or City Council have been satisfied. Staff Response: This criterion has been met as noted in the staff comments above. All plat conditions have been met and/or financially guaranteed. 4. That the public use and interest shall be served by the establishment of the subdivision and dedication by determining if appropriate provisions are made for, but not limited to, the public health, safety, general welfare, open space, drainage ways, streets and roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and school grounds, and shall consider all other relevant facts, including sidewalks and Doc. I.D. other planning features that assure safe walking conditions for students who walk to and from school. Staff Response: This criterion has been met. The final plat is consistent with applicable zoning and subdivision regulations and ensures the public health, safety, and welfare is protected. The plat infrastructure has been installed and/or adequately financially guaranteed as discussed above, including: safe walking routes to school bus stops; provisions for open space; drainage system installation; water system installation; sewer system installation; and street improvements. The final plat provides approximately 24.9 percent of the site as open space. The majority of the open space is conservation open space, and there is also a landscape buffer open space along the Dash Point Road frontage. The final plat provides 1.48 percent of the site in usable open space (Tract H). The applicant has proposed to pay a fee -in -lieu ofproviding the remaining 8.52 percent of usable open space on - site. In order to meet the FWRC code required minimum 10 percent usable open space standards, prior to recording the plat, the applicant shall pay $30,416.00 for the required open space fee -in - lieu in the amount of 8.52 percent of the assessed land value of the gross land area. ($357, 000 assessed value 18.52 percent = $30,416.00). 5. That all required improvements have been made and maintenance bonds or other security for such improvements have been submitted and accepted. Staff Response: This criterion has been met. All road and storm drainage improvements for Soundview Manor have been constructed and a maintenance bond is in effect. In addition, sewer lines have been installed and approved in a letter dated September 15, 2017 by Lakehaven Water and Sewer District, and water lines have been approved by Tacoma Water District in a letter dated September 20, 2017. 6. That all taxes and assessments owing on the property being subdivided have been paid. Staff Response: Prior to being recorded, the plat is reviewed by the King County Department of Assessments to ensure that all taxes and assessments have been paid. VII CONCLUSION Based on site visits, review of the final plat maps, construction drawings, and the project file, staff has determined that the application for final plat approval for Soundview Manor meets all platting requirements of RCW 58.17.110 and FWRC 18.40.050. Plat infrastructure improvements have been substantially completed and/or financially secured to guarantee that all plat conditions and code requirements will be completed as allowed by FWRC 18.40.040. The project has been developed in conformance with Resolution 13-636, approving the Soundview Manor Preliminary Plat. A recommendation of final plat approval is therefore being forwarded to the City Council for approval. VIII EXHIBITS Exhibit A Reduced Copy (8%z x 11) Soundview Manor Final Plat Exhibit B Vicinity Map Doc. I.D. Exhibit C Resolution 13-636 Soundview Manor Preliminary Plat Approval Exhibit D Reduced Copy (8% x 11) Approved Soundview Manor Preliminary Plat Exhibit E Proposed Resolution Approving the Soundview Manor Final Plat Doc. I.D. PM- ,1 cn -.. o aCL W O � Cl) p C " N O - n co (D o m-0 0.T O w (D �Q @ c _N O W CO l< CO SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY Poly is�` Zvi o _. S TIADT7 I, �dd��t�J1yy m wm 4sAB SF VON / f - q,- ❑ 9y3 TRACT M' R0llil1 rR NI�Af 6.535 SF 0 r. 7•. BO 3 to m 9.773 SF 15,D]a SF �,AL 20 �511/ SF P,707 1Y 18 K^.Ma III iN lAE 9,770 SF --�— E09i1 20"2Y Y 9,SL? iC ------------- 1YDIRm OAM --.---- _---- 40.025 SF le 9.6033E —------ if T NAM S 0,327 SF 13 10.542 SF I TRACT NOTES TRAOT A. PUIUC V M DRAINAGE INTACT: TRACT A IS TO BE DEDICATED TD DNE OTT OF FSOCRAL RAY AgnN RECOVMyN Or THIS PLAT AND STAWfaR WAipMw OWL wCa6R9 NIMBETF TRACT B WETLAND BUFFER CRITICAL AREA TRACT: ALL CONVIMMS OF LOSIK 11R9 RL.A? 4UBT CDWTADi A � IWrt OIMNE11p4d Ip[IF 5 M TRACT • THS NOIPTKAL AREA TRACI AND KiLASI YL FCR gDNVE15 10 THE OW-14 A 9[N[IX", IN FMEST NM " LAND W11N/N TS TRACT TIE. INTEREST INCLUDES ME PRESERVATION OF NATIVE VECCTATION FOR ALL PURPOSES THAT BENEFIT THE PUBUC HEALTH, SAFETY AND WELFARE, INCLUDINC CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CR%'OCA: AREA 1TGCTAHI�:P IVPpEf$ UPON ALL PRMO AND FUTURE GAMER, OF THE LA1T0 TILT pBL1WLRpM TO LEAVE UA�SILFFBED ALL TREES AND OTHER VEGETATION W+THIN THE TRACT/BUFFER THE VEGETATION WITFIIN TFIC 1R.AtrT IIAT N"01 i an. ppk*m. DOMIDHO pY FCL, REVOKD M OEPAk1MENlTd CjFMLF.AnSY�D[VIS P�SHi CI TI aS1A'C{-OCTIFAY ANY REOUEST TO REMOVE DEAD, DYING, DANGEROUS OR DISEASED TREES MO VEGETATION MUST BE PREPARED BY A OUALIFIED PROFESSIONAL MDD*SF d OTI1Qt ApPRGFRQATE PA0rEMPIA` TRACT 0 MAY NOT BE OEIVIA90 MM ANY 00T.aFNLG OR S1116CrfREL MAY NOT BE MRDNER SUBDIVIDED. AND MAY NOT BE USED FOR FINANCIAL GAIN TRACTS C AND O" PRIVATE LANDSCAPE TRACTS ALL CONVEYANCES OF LOTS IN THIS PLAT MUST CDKTNN A i, YAµlpAlq( %f Off0r$ R WSEREST N TRACTS C AND D FOR dWIASIDP A N TRACTS C AND D YAY NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, YAY NOT BE FURTHER SUBDIVIDED. AND YAY NOT BE USED FOR FINANCIAL GAIN - TRACTS E. F APO G CONSERVATION NATIVE GROWN TRACTS: ALL ZWWEYAN= 7 tQn W T1G fI,W1 MUST C097A- A A QDMT 17 YIOR4iR NNTEW 41 1N TRACTS E. F AFq O F¢T IDLxNfR4T1 ANO MANTIFNAFu vuwasm Twm IRACT$ CO nw;E13AL NAITFRA. AND PHY m w NINE CGNL'RYATOIi or •wIcm WOMLO IKNmT 3UN64OUNOnNC PRtiPiRTCS ON IWE COI LNJIATT AS A WIRC AFC OOM"ArM AKA TRAOT ILIPODES Vag N ALL Ttl1E5271i AKA FTfk-K omtym OF THE LAND ng LatlIN- m 10 LEAVE LNIfiLiA; AM, TFeICS AVQ QIkER NNE VICETArgiw MITNN � TRACT. TKQ AE.TAIAW 1MTW TTM•.CS YAY MDT K W1, A'kYYCL, L01Cd0 BT VT:A. IIEIIOW4p OR DAYA,79 WNT,N,A! APPROVAL IN MRLTTNC FROM TT[ OTY OF ?=Fl WAY DCPARTMEFIr of COLWRRIIIW DEtCLOPLI ANT OIT ITS SIDCCr A (wCY- ANr RCOMEST 10 REMOVE Mq0_ a= CA�CFA M SIR pzSt, (G TREES AHO KGrIATION MLF.T " p9 pP M 0, A WALfIED NFOFE59GyAv ARM OR or4R AWfIOPWATC PROFESSIONAL VI L F APO D WAY NOT i OET9AM WITH ANYiRM m DT L FURMEA J/8NOW. AND MAY Na =bKAl 0. ENACT N: PEOESRWAN TRACT: ALL CONVEYANCES OF LOTS IN TIPS PLAT ST Cd.TNNi MUA jy .ONf OW+�GS r!• M(IO.X9 IN T4ACT n TOR OW47MW AM FAAN1 PM9PDSE5" TMAFT n G A INEMSTMAN AOCE55 SNACr FOR Ar MC UMAR AND 4 TG NT[uAw 04 N. TFNOT HE"" NOT BC OLfALGM im N ANY 9MC.Ol m CR STRUCIARCT. MAT NOT BE FURTHER SUBDIVIDED, AND MAY NOT BE USED FOR FINANCIAL DAN CITY FILE NO. 15-104753-00—SU v Txi LEGEND O--Y—• — IN SET REHM AND CAP ZS 30A25 UNLESS & a DTHERVASE NOTED tmo OF O FOUND PROPERTY CORNER AS NOTED -— --- --- b SET CITY OF fCOCRAL NAY STANDARD MONUMENT V 10,424 SF v � WAs: CASESUTI(T1P]u f0}KS YP ------------ IRICF! 8 ale 040E A9,TTi V 10,549 I---- --.—.- dl' _ 10.56E SF ffl 13.076 SF 12 10.841 SF RETAINING WALLS RETAINING WALL SNALt K fl:ft;r l WITH llmc.-DAL USE OF ME SITE AND yIIL' PITWOFE IA AT Ap1tAL DL59N THEMES TNROUGN SUCH UFANS AS TERRACING. ORTENTATCN, NATURAL MAlEPoA1 SELECTION, USE O VE(2TARQV SCAEEIONG, AND ttKRpCIL TREATIR:YT TO TR L+C,T" v THE A ,C.WT ANo +FNNTOKL BIMILP Y INE COIVI DCCAPOft0T D[PARrYENT. ANT WALL, OR SERIES OF TDOLA iY! WALLS. OM 4' HIGH SHALL RLWFPc A BUILDING PERMIT MTa WALL BE QLRGIED AND SIAMPED BY A CEOTECHNICAL ENGINEER LICENSED N THE STATE OF WASHINGTON. ALL SLOPES OVER 2re IV SHALL BE PERMANENTLY STABN2ED 'NTH RETAMIG WALL ROCKERY, OR PERHARENT SLOPE-STABWZIRG LANDSCAPING (DOES MY INCLUDE CRAM U! a) LOWS SHALL GE CUM TO AMD DIRECTIND ALFWrF OH10 NDOMORINC RESE.'W IUv. LOTS GRADING, DRAINAGP AND l-M0$CAPLN0 &I?4U 01 5N4AN ON THE SITE PLAN AND MUST BE APPPC•1:. B' III: DUNILZ WORKS DEPARTMENT. PLAT NOTES ALL ROOF DRAINS AND ANY FOOTING DRAINS FOR BUILDINGS OR RETAINING WALLS SMALL BE CONNECTED TO THE STREET SYSTEM FOOTING DRAINS MAY ONLY BE CONNECTED TO ROOF DRAINS AT A PONT DOWNSTREAM OF THE LOTS' ROOF DONNSIOUTS AND MUST BE THE LOWEST POINT OF THE rCOTRRG DRAN TRAFFIC IMPACT FEE: EACH LOT WILL BE ASSESSED TRAFFIC IMPACT FEES WHEN A BUILDING PERMIT APPLICATION IS ISSUED FOR EACH LOT UNLESS DETERRED AS ALLOWED BY FEDERAL WAY CITY CODE. 43RD PUCE SW, 29.070 SQUARE FEET, DEDICATED :OR PUBLIC RIGHT -Of -WAY UPON RECORDING OF TMS RAT AW STATUTORY WARRANTY DEED, RECORDING NUMBER: JOB NO. 05170 ADDRESSES c,-F NTH INC. dI / O • NG/!�A FiVG/Ar,6FA9lh'G Ni SURY�YI,YC nu SFN M1Oeh SL \.L 3wle 101 Bulk. ((ZW) 94U-4ZM ri 4WD PLl'A1.LGP, NA 00372 PAL (260) 4v-4_Tn SHEET 5 OF 5 SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY - IO.,BB 1MICT'A'PI� •� _�� s I J 3 2.772 TRACT NOTES IRACT A PUBLIC S7ORM DRA!NNAGE TRACT: TRACT A 15 TO BE O£DICAIED TO THE CITY OF FEDERAL WAY UPON RCCORDINC OF THIS PLAT AND STATUTORY WARRANTY DEED. KCORDING NUMBER: TRACT B WETLAND BUFFER CRITICAL AREA TRACT: ALL CONVEYANCES OF LOTS IN THIS PLAT MU57 CONTAIN A A JUNT OWNERSHIP INTEREST IN TRACT B THIS CRITICAL AREA TRACT AND WETLAND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL WTEREST IN THE LAND 'MTHIN THE TRACT THIS WTEREST %CLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HCALTN. SAFETY AND WELFARE INCLUDING CONTROL OF SURFACE WATER AND EROSION. MAINTENANCE Cc 5LOPE STABILITY AND PROTECTION C'F PUNT AND ANIMAL HABITAT THE CRITICAL AREA TRACT/BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS OP THE LAND THE OBLJGATION TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/BUFFET. THE VEGETATION WTHW THE TRACT MAY NOT BE CUT. PRUNED. COVERED BY FILL REMOVED OR DAMAGED WTHWT APPROVAL IN WRITING FROM THE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT OR In SUCCESSOR AGENCY, ANY RE EST TO REMOr DEAD. DYING, DANGEROUS OR DISEASED TREES AND r(n.TATON MUST BE F EPAREO BY A WALIFIED PROFESSONAL ARBGRIST OR OTHER APPROPRIATE PROFESSIONAL TRACT 0 MAY NOT BE DEVELOPED WITH ANY BWLDINGS OR STRUCTURES• MAY NOT BE FURTHER SUBDINDED, AND MAY NOT BE USED FOR FINANCIAL GUN TRACTS C AND O PRIVATE LANDSCAPE TRACTS: ALL CONVEYANCES OF LOTS IN THIS PUT MUST CONTAIN A j JOINT OWNERINTEREST IN TRACTS C AND D FOR OWNERSH'P A SHW MAINTENANCE PURPOSES. TRACTS C AND D MAY NOT W DEVELOPED WIN ANY BUILDINGS OR STRUCTURES, MAY NOT BE FURTHER SUBDIVIDED. AND MAY NOT OE USED FOR FINANCIAL WIN TRACTS L F AND G: CONSERVATION NATIVE GROWN TRACTS; ALL CONVEYANCES OF LOTS IN TES PLAT MUST CONTAIN A A UOINI OWNERSHIP INTEREST IN TRACTS E. F AND G FOROWNERSHIP AND MAINTENANCE PURPOSES THESE TRACTS CONTAIN SRECIAL NATURAL AND PHYSCAL AMENITIES, THE CONSERVATION OF —CH WOULD BENEFIT SURROUNDING PROPERTIES ON THE COMMUNITY AS A WHOLE. THE CONSERVATION AREA TRACT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS OF THE LAND THE OBLIGATION TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT, THE VEGETATION WITHIN THE TRACT MAY NOT BE CUT• PRUNED. COVERED BY FILL REMOVED OR DAMAGED WITHOUT APPROVAL RH WRITING FROM THE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT OR ITS SUCCESSOR AGENCY. ANY FEWEST TO REMOVE DEAD. DTNF. DANGEROUS OR DISEASED TREES AND VEGETATION MUST BE PREPARED BY A OUAUFIED PROFE5510NAL ARSORIST OR OTHER APPROPRIATE PROFESSIONAL TRACTS C F AND G MAY NOT BE DEVELOPED WITH AUNY BUILDINGS OR STRUCTURES, MAY NOT BE FURTHER SUBDIVUED, AM MAY NOT BE USED FOR FINANCIAL GAIN. TRACT H: PEDESTRIAN TRACT: ALL CONVEYANCES OF LOTS IN TFVS PUT MUST CONTAIN A }I MDINT C-M SNHP 9ITDREST IN TRACT H FOR OWNERSHWI AND MAINTENANCE PIUPO TRACT H IS A PEDESTRIAN ACCESS TRACT FOR PUBLIC USAGE AND IS TO REMAIN OPEN TRACT H MAY NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, MAY NOT BE FURTHER SUBDIV.DED, AND MAY NOT BE USED FOR FINANCIAL WIN CITY FILE NO. 15-104753-00—SU RETAINING WALLS RETUNING WALL SHALL BE HARMONIOUS WITH RESIDENTIAL USE OF THE SITE AND SHALL PROMOTE RESIDENTIAL DESIGN THEMES THROUGH SUGH MEANS AS TERRACING, ORIENTATION. NATURAL MATERIAL SELECTION. USE DF WCETATON SCFEEIHO• AND TE%TJRAL TREATMENT TD BE DESNGNED BY THE AFJCANT AND /.?PROVED BY THE COMMUNITY DEVEPWMENT DEPARTMENT .ANY WALL. OR SERVES OF TERRACED WALLS, OVER A• HIGH SNAL REOURE A BUILDING PERMIT AND SHALL BE DESIGNED AND STAMPED BY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ALL SLOES OVER 21:IV SHALL BE PERMANENTLY S7AB"iUZED WITH RETAINING WALL ROCKERY, OR PERMANENT SLOPE-STABLIBUG UNDSCAPING (DOES NOT INCLUDE GRASS OR SOD) LOTS SHALL BE GRADED TO AVOID DIRECTING RUNOFF ONTO NECNEORINC RESDENTAL LOTS GRADING. DRAINAGE. AND LANDSCAPING SHALL BE SHOWN ON THE SITE PLAN AND MUST BE APPROVED BY THE PUBUC WORKS DEPARTMENT. PLAT NOTES ALL ROOF DRAINS AND ANY FOOTING DRAINS FOR BUILDINGS OR RETAINING WALLS SHALL BE CONNECTED TO THE STREET SYSTEM. FOOTING DRAINS MAY ONLY BE CONNECTED TO ROOF DRAINS AT A POINT DOWNSTREAM OF THE LOTS' ROOF DOWINSPWTS AND MUST BE THE LOWEST PONT OF THE FOOTING DRAIN TRAFFIC IMPACT FEET EACH LOT WILL BE ASSESSED TRAFFIC IMPACT FEES MEN A BUILDING PERMIT APPLICATON IS ISSUED FOR EACH LOT UNLESS DEFERRED AS ALLOWED BY FEDERAL WAY CITY CODE <}RD rt SW, $9A70 YOUATK PER. DATED MR ill" NIpRt-OF-wAY IPCh REC0110NN.� OF MY PLAT AMD STABFTOWT IEMWAFH[Y 0EE0. RECWWLG %VLMR. JOB NO. 05170 i i sc 1 , l'-BO• 60 O AO 12 I I I 1 LEGEND • SET REBAR AND CAP "LS 30125- UNLESS OTHERVASE NOTED O FOUND PROPERTY CORNER AS NOTED IM SET CITY OF ECERAL WAY STANDARD MONNUl"- T ADDRESSES CES NWWC 1V. effla ENO/NE mwi? d szwvEYA vd9 010 291E SL NY. SUIT. 101 BUS: (250) 0/0-42B2 PUYALLUP. RA 96372 PAS: (25) BAB-42T6 SHEET 5 OF 5 rn rn M _o N 414r U otj C) W ID O a. CO o 0) LL CIS u 0 W EL � r r (L 0Cl) C) r �3 p 0 ES 4 LL we ,ate _ ._ r _ g�N �� �� l Aj V*0 Al V1. it 7 "Ull AgMPI Washington State DepartmOldOfTransportatifa" Request for Approval of Material Contract FA Number SR Date 11/11W015 Section County SOUND VIEW MANOR KING a r u or LLOYD ENTERPRISES INC TOTEM ELECTRIC This shall be Completed prior to submittal. if this form is not complete at time of For WSDOT Use Only submittal it may be reti med for Irrrormation that was omitted. For RAM # assist wee In completing, see 1ns&uctiorrs and Example II PE Hdgtr. Bid Item ' or Name and Location of Fabricator, Specification APP� APPt'l fachrMaterial No. Manurer's Prodc#/Type Manufacturer or Pit Number Reference Code Code $ YLINE ELECTRICAL I 1 JSERVICE CABINET ZATTLE,WA k 9-29.24 M-400 W/CUTTOI=F Up TICS - GE LIGHTING 1 :. MSCL40S7M12FMC3 E FLAT ROCK, NC 9-29.10 W/CUTi'OFF OPTICS - GE LIGHTING 1 !M-400 MSCL10S7M12FMC3 E FLAT ROCK, NC 9-29.10 M-4W W/CUTTOFF OPTICS - GE LIGHTING 1 MSCL10S7M22RMC3 W/ PE E FLAT ROCK, NC 9-29.10 i t SLIBMrrrAL FIEMEW A�aaaaaaaaaw I A t - comments shad not be construed rel eying the Contractor from the compliance with the MJW pWa and specifications nor departures th retrom. The Contractor remains responslble for detalh I id aocur*W. ladm4 es of astamtty, and for rming Nis work in a safe manner. l d Fedr4wftV Bth Ave S. Federal Wit WA 9Mfit If c oa. Project Engineer Date State Materials Engineer Date 1 Approval Action Codes for use by Project Engineer and state Materials laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be Incorporated into project 2. Acceptance Criteria: Submit Mfg. Car of Compliance for'A=eptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material, Catalog Cut Approved 0 Yes 0 No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT inspected' or `Fabrication Approved Decal material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution State Materials Engineer Distrubution ❑ Contractor ❑ Region Materials ❑ General File [] Signing Inpsection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other_____.— [] Fabrication inspection MIS 47365 Dorr Form 35"71 E�r RwAsed 422M NORTH COAST ELECTRIC COMPANY Your Quality Supplier... Serving the Pacific Northwest & Alaska since 1913. 2424 8th Ave. South Seattle, WA 98134 (206) 436 4444 FAX (206) 624-3955 TO: Tp ELE- T - C T COMA WA 98401 We are sending you: ® Attached ® Under separate cover via E-MAIL ❑ Shop drawings ❑ Prints ❑Plans - ❑ Copy of letter ❑ Change orders ❑ Letter of Transmittal Date: 11/16/15 1 Job No.: Attention: ROGER PALFEMER , JANE ROMITO RE: SOUND VIEW MANOR PO# 4467-7001 the following items: Samples ❑ Specifications Copies Date No. Description 1 11/16/15 SKYLINE RESUBN=AL 1 11/16115 GE LIGHTING RESUBMITTALS THESE ARE TRANSMITTED as checked below: ® For approval ❑ Appro,,9-d as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted. ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 CFPRINTS RETURNED AFTER LOAN TO US Under no dro=stances will North Coast Electric Company accept back charges on this or any job unless priorand specific written authorbr ti on is given by North Coast Electric Company. Ifapproved drawings are not returned within form- weeks ofabove date, aU prices will be subject to price escalation where applicable. Remarks: Please return two sets of approved submittals. Release not accompanied by a set of submittals marked "Approved as noted" or "Approved" will be shipped as submitted and the contractor will assume all liability for the equipment being complete and correct to meet the specifications and project requirements. COPY TO: FILE SIGNED: JOHN SAN13ORN SUBMITTAL REVIEW CITY REVIEW RESPONSE REQUIRED OF CONIDAMOR No excM7M s tW= g.R,ee_ec+ed O d 0 cazr�rn in Woo O �E 1iT es ❑ e ❑ T?k review is for gmi" conformance wch tre ces,gn concept and co CIO imoms. Yelitlp or oon rwnts shell not be construed as ret'Wd" the Contractor trom Ire CwPlasnca nrrm the P*bd PWO SERVICE CABIWM7FOR S SSE 'w0 kr data* and -wr-1, for *x*Mhjg and corm;acing of quanbties and dimensions. a7r aeieeting fabrbabw iyacanw for ee tw4m of rsavwy."w(perb"ing this work in a safe manner. CkvalFedwilypay� 33325fithAve S,r4UMWay, WA9M COMPONENT SCHEDULE �1 METERBASE: 100 AMP, 4 JAW, SAFETY SOCKET TYPE, B-LINE #114TB WITH 5TH JAW KIT PANELBOARD: 120/240 VAC,100 AMP BUS, PHASE, 3 WIRE, COPPER BUS, 24 CKT MAIN CIRCUIT BREAKER 1-100/2 MAIN EATON #BAB2100 (BACK -FED) EATON BAB SERIES BOLT -ON 13RANCH BREAKERS: 3 -15/2 II.LUMNATION BRANCH"DASH POINT, SOUNDVIEW & SPARE" I - 5011 SIGNAL BRANCH I - 20/1 GFCI BRANCH 1-15/1 CONTROL BRANCH 3� CONTACTOR LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COIL: 3 REQUIRED �4 DUPLEX RECEPTACLE,120 VAC, GFI a PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC TERMINAL BLOCKS: FOR REMOTE PHOTO CELL CABINET: NEMA 3R, PADMOUNT, 1/8" 5052 H-32 ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT MOUNTING PAN, HINGED DEADFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LZ -OFF TYPE) STAINLESS STEEL VAULT HANDLES PADLOCKABLE METER DOOR W/ POLISHED WIRE GLASS WINDOW BEST CX LOCK W/ BLUE CONSTRUCTION CORE ON DISTRIBUTION DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: MILL FINISH ALUMINUM, DEADFRONT AND WIREWAY COVERS WHITE 1— REQUIRED UL LISTED PER STANDARD #508 "SUITABLE FOR USE AS SERVICE ENTRANCE" SOUND'VIEW MANOR 4467 CITY OF FEDERAL WAY NORTH COAST P.O.#S6704778 TOTEM ELECTRIC 9-4-15 T.C.P. S.O.#64842 SKYLINE ELECTRIC & MFG. COMPANY INCORPORATED Switchboards Metal Punching.. Forming. Welding Panelboards industrial Control Panels Steel Cabinets 3619 7TH AVENUE SOUTH UL Registered SEATTLE, WASHINGTON 98134 TELEPHONE (206) 682-4422 FAX (206) 682-0927 z zW N Z m W - !u o UW Q w Q a LU OF J I-V~uj CD m Z awci U VO U V o F1 G M ff .. 3 LU 0t � sLU�+ LiAU � 'n LU Lu m�x < U w i LL. i 0 N V W z N WO v01 U Z W J u 34 U3 Z a ❑ ❑ r` `U s o ae r i? Z Lul � E .^ .5 i Tr Z N o rL a �❑ $$ ` «aE Lu LU ZA LU 04 wLU e_ ' ,e LL v. T 3 N I `I N O �- G Lighting QTY 5 CATALOG N),IMBER MSCL40S7M12FMC3 R-MadwagLilghtinq M-400 with Cutoff Optics (MSCA & MSCL) - _ .i,,'• CI ]PUIT'I'AE RPMr- A/ CITY REVIEW RESPONSENTFAACTOB REEQUIRED OF No exceptions taken Ref -cled Confirm in WMft ❑ Note Markings Co ers Resubmit IM rilmow Is for general con'or rance W..n Lie ue5ign concept aril Wnuaw WLWiwiw wry comments shall not be constrec as relieving the Contractor from the compliance with ft project plan and specifications nor departures therefrom. The Contractor remains responsible for details and wcur ,, for confirming and correlating of quantities anc dimensions, for selecting fabrication prcica C, for techniques of assembly, and for perlorming this work in a sale manner. City of Federal Way 33:25 &u+A,K 5, Federal Way, WA BY �— a.,�Y- - :�:imagination at work Product Features From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing • Die-cast aluminum housing. • External paddle type stainless steel bail latch Finish • Polyester powder gray point finish Rating • (S)/.® listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Reflector Unique Features • "Dead back" tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 900 cutoff - no light above 90• (meets RP8-2000 for full cutoffl with flat glass ordering Number Logic M-400 wi.-h Cutoff Optics HSCA & MSCU MSCA= 07 - 70 E - Enef+Jtj Act SON See W0sl I -None � 2 a M-400 with 10 = 100 CampFromt PU1Se 0=120/2081240/ Selection Table l 2-PE Receptacle i 4-Bdt 1s =150 MNIEPMNI 277 Mdtivok A = Autoreg Slottef isSVI S.. HPS 1 = 120 E =Induction NOFE:"tocie 17 = 175 Stwdtrck 2 - 208 Bobst connectedsome Pisa. 20 - 200 H O rat 3 = 240 G = Mag-Reg voltoge as v a M-4W vruh 24 = 25W4W �U1td 4 = 277 WIHI ceaptos noted. CAOO * Optics 25 = 25o 5 = 480 Grounded i Order PE Canlrol 2-Wd Sfpfitler 3Z = 320 35 - 350 ?'=520 v 8 = 240V SodetShell 3 seponA* H = HPF 40 a 40D BoRtalmE Reactor "= Pre'jiously IESNAFull E4 = 85 I 140004 ReCEptade not reconnectable or Lag - tQwM0"eg`<' Cutoff Optics 83 = B5 I D = 347 N = NPF WMIQ { G = 200-277 Reactor I T = 220 a I.ag N OTE:OW li W - 230 P = CWl twlh Mlmgc Grounded connected fat SodretS14 Werwatt e 6 -220 2 F F = FlatGloss' See Photometric c = Charcoal filter G = ShciWGktss SdKtK)nTable F = Fusing MotavaU* Globe with multivolt or dud L = PaAjoe bonote N. Medwm owrGbbe J = LinneSSuurgeProtector, ff (250walt C = Cutoff' SVMDn Type Maximum) UnotavalWel HPS a* 2 = Type U , u = 0140 listed with r i ,= Previously IESNA 3=Tgpeill g��Ji�a* Full Cutoff optics ' = Prem,;ly IESNA v.C11FIkA=A1 QM0=W CITY REVIEW RESPONSE REOUIRED OF CONTRACTOR NeINNOWW Wren trP400ad ❑ Nltlel- -1 p4 © J!= 0 cw&m in WAtino D FiaeultM R =230 TfIY favlew Is tar qen al conlomiima wrh Me design concept and conhd daaurw& ilttrl or Y = 24D a13NM1aft shell not be cansauac as tef,avmg the Comnacor ham the erumpfranoe va ffr PvW pkm NOTE Oudvahagc altd 1p&dk8& tte nor depaAwos malei, am. Tne Con4actor rwr." mspmn Ne fdr dtkakWd ab%WKla Wme[tEdfarAnvcr IN ip1�R1h Wd 00mo ft of quanLlies and dimen,%4m, lot HIKbN �dattlan pro>.aeae, for uokoge bdrAlpwof aaunift. and tot performing"wo& In a sofa marnot. aM d Fedora) Wy =25 ed1 Ave S. Fed" fit. VW4l100� Ballast Selection Table } 1501550 HPS H,N,A' G H,M,N G,M G,M G,M G.M ' G.H,M,N G',H M',N G,M NIA NIA N/A WA NIA : WA 200 HPS A G.M,P . A,G,M,P A,G,H,M,N,P A,G,N,M,N,P A,G,M,P A,G.M A,G,M A.G,M,P j A,G.H H N NIA H NIA WA j N/A j WA 250 HPS A,G,M,P A.G,FI,M,N,P A G H,M H P A.G,H,M N,P A.G.KP A.G,M.P I A,G,M,P I P G,M,P A,G)I 5l,N A,H H NIA A.H N H M j 2sW00 HPS A A A A A A N1A A WA I WA WA WA WA WA WA Opp HPS A,M A,G,M,N A,G,H,M N A,G,H,M.N A,G,M A.G,M A,G,M I A G,M A G,H,M,N I KA.N N WA A,H,M.N WA A,H.M 175 EPMH A A A I A A A A I NIA A WA i N/A NIA N/A NIA WA 250 EPMH A A A A A A A N/A A WA WA NIA WA WA WA 3.20. EPMH A A A A A WA A N/A A NIA NIA , NIA NIA WA WA 350 EPMH A A A A A NIA A N/A A NIA N/A I N/A NIA WA NlA 400 EPMH A A A A A A A N A A WA WA WA NIA N1A WA HOTEWA=Notmilable. 'Notavoilableinl20X347.—Not ovaaobleinZDUvaattorS1UW0U. Lit =t,onmcrrranuracwrer Photometric: Selection Table CLEAR REFRACTDRS. All liaht sources are dear. NOTE N/A = Not Available OF = Contact Manufacturer *Requires the use of ED-28 Lamp **250 watts maximum 1,4SCL - Suggested Catalog Ordering Numbers All GE suggested catalog ordering numbers come with PE receptacle. PE control must be ordered separately. Order and install SCCL-PECTL if no PE IS desired. Multivolt ballasts can be for either 120. 208, 240. or 277 volt incoming power supply. Product Dimensions 8.32 in. (211 mm) / r 9.04 in. 1230 mm) TOP VIEW 31.81 in. (808 mml O + Adjustable For 1-1/4 in. (MSCL only) to 2 in. Pipe 11.660 in. [42 mm) to 2.375 in. [60 mm] O. D.) Insertion Depth 4.75 in. (121 mm) 15.12 in. 1384 n 1 31.81 in. 1808 mml SIDE VIEWS 15.12 in. 10.75 in_ (384 mm) (273 mm) SHALLOW GLASS GLOBE 8.32 in. 1211 mm) Approximate Net Weight 33-39 Ibs (15-18 kgs) Effective Projected Area: 1.1 sq. ft. max.10.1 sq. M max.) r 9 _ • Suggested Mounting Height 30-50 ft. (9-15 M) www.gelighting.cflm GE and the GEMmogrom(we todern ftaFtilt GenerolElectkCampany.AAothertrodemorksaretie property of lhBir reSpeCYIJB awrrpey Irtformalion provided'S 31rbjP"ti0atlanfjt wilhwtnoGc&Aivdves prC deSignortyp�cd vahtes when mwmred under lahorotorSl condtiwrs. GE L05V wW GE Lig &g -%k Gwt, LLC ore bussnwm of the General Electric company.0 2014 GE OLP2932 (Rev 1LWI41 15.12 in. (384 mm) 8.32 in. (211 mm) GL Lighting r% o L wani �7�htinv a_ r .we �' M-400 with Cutoff optics HSCA & MSCL) QTY 2 CATAi PG NUMBER MSCL1 OSTIV l2FMC3 j A. c_ a i cz" CI Ln AA 1 7TA1 MF-III F--W RESPONSE REQUIRED OF CITY REVIEW RA TOR No exceptions taken SeIet.-ted Confirm in Wdtfng ❑ Y Comr c,•s Note Markings h A:acred Resubmit ❑ Ths revww rf To. general %nmrrmrcu -0- � •c x.•y:. K-N, dry -•••-• •-•- ..._._ oommro ents shalf nol be confM&C ac ueving -v Co .aGnr + am TO complanra wilt tho project Prarls and spxAcXon9 nor dopd w'M tnelehpm. The (.ontrsypr lonllwnS res'pGnsitm for ddalfa and aommk* for confi* lr"g W-d wrterating of 4,.,J 1 and aunenriona. tar ad ad g lebewaso l prtXMaaa Tar terh*ucs of wL s Wy, and lot P +P9 r4 wo,s m leak rnan"W City of Federt' Way 33+2s an, Ave S, Federal Way, WA��� � —� � r imagination at work Product Features From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing • Die-cast aluminum housing_ • External paddle type stainless steel bail latch Finish • Polyester powder gray paint finish Rating • ®/�® listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Reflector Unique Features "Dead back" tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90• cutoff - no light above 90' (meets RP8-2000 for full cutoff) with flat glass Ordering Number Logic M-400 with Cutoff optics (MSCA & MSCL) 7. E - E06WAd yO� I.NMe f2. SeeBa*sble 2=PEReReceptacle M4M�SACopAlOt .77A0 D GPuu 7B4 277Mt>bN* { SelocfiorTot , 3_ A = Autareg svdter I = ISO 15514 MH PA S = WS 1 =120 E = Induction NOTEFecep[ad4 17 = 175 Slamdard 2 = 208 sew corrected sa ne 3 MSCL - MAW WO 20 = 200 24 = 250/400 HIO rot 3 = 240 4 = 277 G = Meg -Reg vultageas un t w th eecept as rated. Cutoff-oplics Uoll 25 = 250 32 = 320 l 5 = 480 7 -12WX) Gratnded Order PE ConVoh SodretSWI IIS seporalehj. Sfrplitler 35 = 350 f 8 = 240V H = HPF 40-400 tBolkstSZovPE Reactor = PreviwskJ S4 = 85 ¢4¢ Receprade not reconnedatAe r or Lag h MogHdtij'<— IFSNAFuiI CutoffOpSos WWI 83 = 85 i 0 = 347 _ ti - HPF 13WO10 G = 200-277 Reoclor NOT,-flual T=Z20 11fIf W= 230 a�9, P = C ll% watt Graun led € ronrt0911d for SOHZ Socket Shel Iasver wattage I = 220 R = 230 Y = 240 HOTEL Iktalv;) conneaed car lower i vokage Ballost Selection Table 2 F . Natty See Photometric G - SN BwfWoss Selection Table C = Charcoal filter F = FukNot eaaloble, Globe withmultkkardual L � le M. "hum ydtoo � �C J = line Surge Protector, �� vrott �� tiOm r Mo)d m� jtilnot ma314M#W1 tlPS 2 = T II 1L tTTel .7 r.1*0dd k1Wb l„1 Ftill S NA rffps NEEOD OF RESPONSE VZ FugGaot C NTRAC Or Na ceptions taken A P11- Wed -j Confirm in Writing ❑ a Nate mukngs t7 ,W—s Resubmit ❑ TNI& renew u for grnerai car.:vrmi —_•u uw�y�. s caas .....,�..,............_...-_-_. _. oammom shall not as !ap w lng y"o Cowfacar horn ft comPhWice with the Jomi= plard and spoentr, l "nor aopanureS memrrtxn. Tho C4nVoctor remiris ro%on oe for da'a8s and accuracy. for Conflnttirtg Wtd porroiahng of qutOtt e9 and dimens+oma, tar S040N fabtt:atsn prvCesaes, for tachmiquas ca assdmoty, and for pertarminp tans wo+k In a sn'a manner. City of Federal Way 33325 8th Ave S, Federal Way, WA 11B003 By ` Date Z .. ... ISO j55V) ..�, HPS H,N,A G,H,M,N GM GM G,M G,M . r j G H,M,N G` H M`,N ..-. G M WA WA NIA NIA N/A NIA 2DD HPS A,G,M,P A,G,M,P A,G,H,M,N,P A,G,H,M,N,P A,G,M,P A,G,M A,G,M A,G,M,P A,G,HM,N WA H N/A N!A NIA NIA 25D HPS A.G.M,P A,6,H,AN.P A,G,H,M,N,P A,G,H,M,NF A,G,M,P A,6,H,P A,G M,P A G,M,P A,G,H,AF,N A.H H N A A,H,M,N H M 25D/400 HPS A A A A A A NIA A WA NIA WA NIA NIA WA WA 40D HPS A,M AG," AG,H,M,N AG,H,M,N A,G,M A,%M AAA AGM A.G.HJi,N MAN H I NIA A,H,M.N NIA A,H,H 175 EPMH A A A A A A A WA A N/A NIA I NIA N!A' NIA N/A 250 EPMH A I A A A A A A WA A N/A N/A N/A NlA NIA MIA 320 :EPMH A A A A A j N/A A N/A A N/A N/A N/A WA WA NIA 350 EPMH A A A A A NlA A N/A A N/A N/A NIA WA NIA NIA 400 EPMH A A A A A A A NIA A N/A N/A N A WA I -NIA j NIA NOTE WA= Not available 'Notavailoble m 1Z0 x 341. "toot avmiame m tuu watagr siu waa. yr =wntaa momuwcuwre+ Photometric Selection Table CLEAR REFRACTORS. All light sources ore clear. NOTE N/A= Not Available CIF= Contact Manufacturer *Requires the use of EO-28 Lamp "250 wotts mwdmum MSCL ® Suggested Catalog Ordering Numbers MSCL25SOA22FMC3 ( 250 1 HPS I Multivolt Glass I MC3 All GE suggested coialog ordering numbers come with PE receptacle. PE control must be ordered separately. Order and KM[I SCCL-PECiL If no PE Is desired. Multivolt ballasts con be for either 120, 208, 240. or 277 volt incoming power supply. Product Dimensions TOP VIEW 3L81 in. (808 mm) 9.04 in. 15.12 in. 10.75 in. (230 mml O + 1384 mm) 1273 mm) SHALLOW GLASS 4 LL GLpBE Adjustable For 1-1/4 in. IMSCLonly] to 2 in. Pipe (1.660 in. 142 mm] to 2375 in. [60 mrn] O. D.) insertion Depth 4.75 in. 1121 mm) 8.32 in. - - 832 in. 1211 mmF - -- 1211 mml 15.12 in. (384 mm) 31.81 in_ (808 mm) SIDE VIEWS _ • Approximate Net Weight: 33-39 Ibs (15-18 kgs) A _�_ • Effective Projected Area: 1.1 sq. ft. max. (0.1 sq. M max.) :s • Suggested Mounting Height 30-50ft. (9-15 M) wwwgefighting.com WGE and rheGi Monogramaretrode:nahs of fh¢Generol ]ectrfc ComporKj.wladcer (rademotksorethe property c4dmrtespecdveomms, InformaWnWWdiM' subiedtodesignortypiml vohmwhenmeasured under IobWatonj mndt;or&GEtighlingand GE 1.9MUW Sa)uliorq LLC artbusine ses of the General Electric Company. ® 2014 GE OLP2932 (Rev 11/a4/14) 15.12 in. (384 mm) 832 In. (211 mm) �L Lighting QTY 1 �P�TALOG NUMBER MSCL1037M22FMC3 WITH PE RECEPTACLE RoaU%Au L hic I z M-400 with Cutoff Optics (MSCA & MSCL) t.. F � SIIMAITTAI RFVIFW i CITY REVIEW RESPONSE REQUIRED OF T R No a aopenns liken R*rtod Confirm in Wd ft Q fWz INarkNgs ©Ax c ] RaswbmhEll lra myda se pr q4n" Cenro•mance wrn Ine oesign concept NKr cameo �rm.. w%r a 0owmatl sh" not be eonstnroa As r04onq the Contractor from the compliance Whh IN pr*Kl pWn and q*dk 6onta nos doparWres tr*sftom. The Contractor ramaprs responslpte for delalla sled acvncX bf eardksfsq and oorraalaky d 4"Mra and omsnse ar, Iw sar6c5ng falaieatiroa pracuaeR for adrdgm of nesernW WW for palone*V Mis wak in a s%, a menhtt My CIFOMW May 33325 tide Ava S. Federal Wry, WA Ii= Dw Yq 4 f imagination at work Product Features From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing ■ Die-cast aluminum housing. • External paddle type stainless steel bail latch Finish • Polyester powder gray paint finish Rating • @/�@ listed for wet location available (counting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • standardized Reflector Unique Features • "Dead back" tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90° cutoff — no light above 90• (meets RP8-2000 for full cutoff) with flat glass Ordering Number Logic 1M-400 with cutoff optics (MSCA & MSCL) MSCA= 07 - 70 E = Energy AQ M lee Bdlost i 1=None y M-4o0 .10'= IOO CampSant j o =12O ZW240/ iPtecya l Tobk 2aPERecepWcle 4-M 15 -150 Mil IFTMIO 277 Multivdt A = Atrtaeg Sliij"Mer 155VI S = }i�5 17 = 175 SWndofd HlDkmp T - no Z = 208 S = 240 E =Induction NLTIE Recep ode Ballast aontecled frame � G = Mag Reg eingemurt FS[L- M_40Ow60 Zo = 200 nol 2d = 2501400 nduded 4 = 277 with eoceptos rw[ed Cal off • Wits 25 = 250 5 = 480 E Grotnded Order PE Cor&ol II 12-Bolt 32= 320 jr: ='3oIP2dO ` SodcetSld separoleGJ. ii Sk tter 35 = 350 8 = 24OV H = WF 40 = 400 Bollost l2DV PE Reactor Previady 84 = 85 Receptacle not or Lag 2 gg--nniro F_:- Pbt6sw seePhotomeft C = Chorcodfilter d lgrota 1 G = 9:allowaoss SelectionToble F = Fu9ng SKot avalo k j, c4oe with rr 41mll ar dual r L=klLj(x natC }Tavokm voltage) ! f J = Line Surge Protector. 160wat I 125Dwott E.Cuhr>f' f apulsonType j Mmdmurtf I IULnotavuiloblel I MPsonly 2 =7ype0 1 u = ®/� listed with •aPre'iiatritlIESNA EE 3 -TypeM I I' glassot16OH .10 IESNA Full 14 q eloq Reg CutoBoocs 83 = 85 1300010 reconnectable • D = 347 11I G = 2Oa277 3W=23D -I N = NPF Reacts CITY RESPONSE REQLHREO OF Wav lea ❑ Cardhm„ Cl NOTE: Dud P = CMvAth Ne0IEeptf"tii4n ❑ ",Owe Grounded RICMS ❑ RaiubrllR ❑ Rt73ctee mry cted for l wertwttoge 5�3 B =220 230 SocketSheA° 17fi faMilie 4 br perrerN epnlarrrcnca w+-r ore oe;„n .ancglrl arq oarrpa� deetnafa4 YarWlff♦ ae rrnc�nng ine Co r aaor hom lrls W0 #0 AM PW4 R = Y = 240 aaltMrlRaa dit11 hei be masauod es The Carwaalar rwvwm reepor4w1brdadNaarttf u%iaWY, NOTE Dual voltage br noib tiro amli inO d Qu Mrves and dimertsiM for uftaatlrty tyltriGfwArt Pma"lrl. for connected for leaver %dvj*" dams ft told for P " vis vrark in a sale analrtee voltage pydf-MN Way MM0Ave S,Fed" MY, Mll1XI11i M betr Ballast Selection Table NOTE WA=Not.availoble. 'Notmoilablein12OX347.—Notovaioblein2OOwottor3lowatt. ur=tonwccnonuivaurer Photometric Selection Table CLEAR REFRACTORS. All Itnht sources are clear. NOTE: NIA = Not Avoiloble C/F = Contoct Manufacturer -Requires the use of ED-28 Lamp ' [5u wars mawrrwra SCL - Suggested Catalog Ordering Numbers All GE suggested catalog ordering numbers come with PE receptacle. PE control must be ordered separately. Order and install SCCL-PECTL if no PE is desired. Multivolt ballasts can be for either 120, 208. 240. or 277 volt incoming power supply, Product Dimensions 8.32 in. (211 mm) TOP VIEW 31.81 in. (808 mml 9.04 in. (230 mm) O —� Adjustable For 1-1/4 in. (MSCL only) to 2 in. Pipe (1.660 in. [42 mm] to 2375 in. [0 mm] O. D.) Insertion Depth 4.75 in. (121 mm) 15.12 in. (384 mm) 31.81 in. 1808 mm) SIDE VIEWS 15.12 in. 10.75 in. 1384 mm) 1273 mm) SHALLOW GLASS i GLOBE 8.32 in. 1211 mml • Approximate Net Weight: 33-39 Ibs (15-18 kgs) R - Effective Projected Area: 1.1 sq. ft. max. (0.1 sq. M max.) • Suggested Mounting Height: 30-50 ft. (9-15 M) www.gelighting.com GE and the GE Monogram are trademarks of the General Electric Compong. All other tmde nor s are the properly ofihl�r raspacnmwe ourrers Wi rm%atiorl wovided asu*ct to change wXbDut noticPW values aredesignart kel voles Mkn measured um*k koratorycondV"rt CE tighling and GE Uahting WuOom LAC are loin of the General SecW Company, 02014 GE OLP2932 {Rev13/04/141 (384 mm) 2 in. mm) Washington Stale p = DeparbnentofTranspodaihon Request for Approval of Material Contract _ FA Number SR Date 9/14/2015 Section County SOUK❑ VIEW MANOR KING an orSubcontractor LlOYD ENTERPRISES. INC TOTEM ELECTRIC This shall be completed prior to submittal. if this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For RAM # assistance In compkffng, see Insbuctfons and Example PE Hdqtr. Bid Item i Material or Name and Location of Fabricator, Specification , Appel No. } Manufacturers Product/Type Manufacturer or Pit Number j Reference Code Code _ I Code 4 ISINGLE CONDUCTOR FALCON FINE WIRE ROCKWALL, TX 9-29.3(2)A1 KRIS -TECH WIRE ` 1 :SINGLE CONDUCTOR SANTA ANA, CA 9-29.3,(2)A1 ADVANCED DIGITAL 1 SINGLE CONDUCTOR THOMPSONS STATION, IN i 9-29.3(2)A1 , F 1 J'SINGLE CONDUCTOR (ENCORE WIRE MCKINNEY, TX 9-29.3 2 Al J CERRO WIRE I 1 SINGLE CONDUCTOR HARTSELLE. AL 9-29.3(2 Al I r" ISERVICE WIRE 1 SINGLE CONDUCTOR PHOENIX, AZ 9-29.3(2)A1 } INDUSTRIAL WIRE 1 PSINGLE CONDUCTOR ARLINGTON HEIGHTS, IL 9-29.3(2)A1 SOUTHWIRE 1 SINGLE CONDUCTOR ICARROLLTON, GA 9-29.3(2)A3 AMERICAN INSULATED I 1 `'SINGLE CONDUCTOR J-PAWTUCKIET, RI I 9-29.3(2)A1 3 Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1_ Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved 0 Yes 0 No 4. Acceptance Criteria: Submit Shop Drawings for Approvar prior to fabrication of mateial. 5. Acceptance Criteria: Only Approved for Shipment or'WSDOT Inspected' or'Fabrication Approved Decar material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials laboratory for Approval Acton. 8. Source Approved: SUBMITTAL REVIEW 9. Approval Withheld: Submit samples for preliminary a uatiaa raoed O conrnminwfty O 10. Approval Withheld: )=Wfimte No MmkinoD a Ched� Resubmit 11 11 Tull renew is la genera] oonlotmwea wilt 1_e 1fns,gn cvnceoi and =*a* dormwft or cornrmft sltotl not bo aDn,truOC as reii-- inq tree �O':t'dCC• :?7r111710 COrnplt7nca v h trio q'OjeCt;Iltrn Remarks: end bf7e Fca aor s na+ dooarure rr c c-7tlm . no- Ccn;*a: o: Fcmw -. msporesi" for defa'e and aoeetnel, roz tCr 5?'ectiog ltbdcz&C.n praeeaaas, tar uchfvgw?s id a.s..^mbly. Wid for pei>M11f4 tn.5 W06; in a WC Mznr m Cky d Federal Why 33325 Bth Ave 5, Fedaal Way, WA 9WM Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer [� Fabrication Inspection DOT Forth 36C-071 EF Revlwd 1212M Sta� ❑ Region Materials ❑ General File ❑ Signing Inpsection ❑ State Materials Lab Other WS 47365 W11=5 Qualified Product ust rrYr' 1'ia;�T�i•rgt�n StzY�- �'�,� 2�i t�c±�rtrcr�n4 of iFa.riv}sCr'��tivi'� Qualified Product List Contractor Product information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: September 11, 2015 Manufacturer. Falcon Fine 1l1Ii a d WiL o c ! c. - ail T? Product Name: Single Conductor Current Carrying Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: XLP-USE 2 insulation, Type USE rated for 600 volts Product Restriction ; Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Jul 5, 2011 To be completed by the field inspector: Quantity: Verified By: Date: W11=15 (qualified Product List : 1�sshingtgn states VVPWt0qWA 0 Trorispqrw�on September 11, 2015 Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: Kds--lech Wirg Ca Inc Santa Are C Product Name: Current Carrying: Single -Conductor Cable Standard Spec: 9-29.3(2)Ai, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XHHW insulation rated USE Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11=5 (qualified Product List ate. i5l.�si'+1�►�1p� �lt�e Qualified Product List Contractor Product Information Contractor. LLOYP ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 September 11, 2015 Manufacturer: Advanced Di it Cable, Inc. - Thom son kon T Product Name: Current Carrying: Single -Conductor Cable Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XLP-RHW and XLP-RHH insulation rated USE Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note `Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: W1112015 Qualified Product list Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 September 11, 2015 Manufacturer: Enco e i e Limited - McKinney,T Product Name: Current Carrying: Single -Conductor Cable Standard Spec: 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XLP-RHW and XLP-RHH insulation rated USE Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11=15 Mesh kskm Stab 'F Rc ..a 01 Trap*,.pDa ioyt Qualified Product List QualffI ed. Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: _ Contract No: Date: 09-11-15 Manufacturer: CERRO Wire & Qable Company - Hartsell A September 11, 2015 Product Name: Current Carrying: Single -Conductor Cable Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XHHW and THWN insulation rated USE Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9V11=15 Qualified Product List = �` 3 'hfrkston stoo W/A R&PAKMeA 01 T a'nSPW1-%t Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 Manufacturer: Service Wire C mpany - Phoenix, AZ September 11, 2015 Product Name: Current Carrying Single Conductor Cable Standard Spec : 9-29.3(2)A1, Electrical - Conductors - Single Conductor Current Carrying Product Description: Single conductor stranded copper wire: Type XLP-RHW-2 and XLP- THW, rated USE Product Restriction Acceptance Code ; 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9V11/2o15 Qualified Product List September 11, 2015 Qualified Product List Contractor Product information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor. TOTEMELECTRICDate: 09-11-15 Bid Item: Manufacturer: Indus rial Wre and Cable Co[p - Arlinaton_eights, ILIL Product Name: Current Carrying: Single -Conductor Cable Standard Spec : 9-29.3(2)AI, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XLP-RHW and XLP-RHH insulation rated USE Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9111=15 Qualified Product List �Si�iax4tbmi �t;'clt� #��Qni pi 't'ranspart xuop Qualified ]Product fist Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor. TOTEM ELECTRIC Bid Item: Contract No: Date; 09-11-15 Manufacturer: Southwire Company - Carroilton, GA September 11, 2015 Product Name: Current Carrying: Single -Conductor Cable Standard Spec : 9-29;3(2)Ai, Electrical - Conductors - Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XHHW insulation rated USE Product Restriction Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9111=5 IP Fkr#rarxt of itaysp4r�at#iate Qualified Product List Qualified Product List Contractor (Product information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 September 11, 2015 Manufacturer: American Insulated Wire Co. A.+, W.) - Pawtucket. R1 Product Name: Current Carrying: Single -Conductor Cable Standard Spec : 9-29.3(2)A1, Electrical - Conductors -� Single Conductor Current Carrying Product Description : Current carrying single conductor: Type XHHW insulation rated USE Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: ZY7 Washington State l Departruent of Transportadon Request for Approval of Material Contract FA Number SR (Date 11 9/14/2015 Section County SOUND VIEW MANOR KING on or SUbcoMaclor LLOYD ENTERPRISES INC TOTEM ELECTRIC This shall be completed prior to sutanillial. If this form is not complete at time of For WSDOT Use Only submittal It may be returned for Information that was omitted. For RAIIII # assistance In completing, see Instructions and Example PE HdW Bid Item Material or Name and Location of Fabricator, t Specification APprl Appr'I No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code _ �� Code LAKE CABLE 1 tPOLE & BRACKET CABLE VALPARAISO, IN 9-29.3(2)D 3 FALCON FINE WIRE 1 POLE & BRACKET CABLE ROCKWALL, TX 9-29.3(2)D ADVANCED DIGITAL 1 POLE & BRACKET CABLE i THOMPSONS STATION, TN 9-29.3 2 D f k f fY E i i Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved 0 Yes E7 No 4. Acceptance Criteria: Submit Shop Drawings for Approval' prior to fabrication of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT inspected' or'Fabrication Approved Decal' material shall be used S. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8, Sound Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10_ Approval Withheld: 11 Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Fabrication Inspection DOT Form 35n-071 EF Revised 12FM State Materials Engineer Distruhution ❑ Region Materials ❑ General File ❑ Signing Inpsection ❑ State Materials Lab ❑ Other MIS 47365 9/11/2015 [qualified Product List ,ram W�Yrf.��s► i?arYprst psi i�ax4$rti"soi[ Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: Lake Cable of Indiana - Valparaiso 1;4. September 11, 2015 Product Name: Pole and Bracket Cable: Part No. S800100308 Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Pole and bracket cable; Two conductor stranded # 10 AWG cable: Black and red; There may be stock -with the old part number: Pole and Bracket Cable: Part No. 09319NKS17 is approved Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11=5 Qualified Product List 3df#�,s�i3t�lpn S'l(�i'�s Qua-11taed Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: September 11, 2015 !Manufacturer: Eaicon Fine Wire and Wire Prodmg s, Inc. - Rock►nmali,-T-X- Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Two Conductor Stranded, 600V, *10 AWG Pole and Bracket Cable Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Oct 28, 2013 To be completed by the field inspector: Quantity: Verified By: Date: 9/11/2015 iFt:�6477tk4F4ff�tl! Qualified Product LIST Qualified Product Last Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 September 11, 2015 Manufacturer; Advanced Di iir !-Cable, Inc. - Tbgmpsonq Station, Tel Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Two conductor stranded #10 AWG cable: Black and red Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: . Washington State I Deparbnent of Transportation Contract VIEW MANOR Request for Approval of Material SR Date 9/14/2l?15 This shall be completed prior to submiital. it this form is not complete at time cf submittal it may be retumed for information that was omitted. assistance In completing, see bxdmcbons and Exainplc 1 Bid Item Material of Name and Location of Fabricator, No. i Manufatdurers Produciffype Manufacturer or Pit Number VALMONT 1 'DAVIT ARM FARMINGTON, MN - j VA- W—O 1 f DAVIT ARM FARMINGTON, MN t IANCHOR BASE DAVIT POLE 1 .ANCHOR BASE DAVIT POLE 1 iSERVICE CABINET W-400 WICl3TTOFF OPTICS - 1 • ROADWAY LIGHTING E M-400 WICUTTOFF OPTICS - 1 i ROADWAY LIGHTING (TYPE'. 1 LUMALLIX LIMPS Engineer For I specifi ReforenCe 9 29.17 9-29.17 FARMINGTON, MN.5[4; VALMONT FARMINGTON, MIN SKYLINE ELECTRICAL SEATTL.E, WA 9-29.24 GE LIGHTING E FLAT ROCK, NO 9-29.10 GE LIGHTING E FLAT ROCK, NC 9-29.10 SYLVANIA DANVERS. MA 9-29.10 K)NG For WSDOT Use Only RAM # PE Appr'I Apprh Code Code Approval Action Codes for use by Project Engineer and state Materials Laboratory 1, Acceptance Criteria: Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Submit Mfg. Car of Compliance for'Acceptanoe' prior to use of material 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved 4 Yes O No C Acceptance Criteria: Submit Shop Drawings for'App=0 prior to fabrication of mateiral. 5. Acceptance Criteria, Only'Approved for Shipment or'WSDOT Inspected' or'Fabricabon Approved Decar material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7, Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. B. Source Approved: 9, Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks- ,_- - Project Engineer Distribution State Materials Engineer Distrubution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inpsection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection MIS 47365 DOT Form 350471 EF Revised 12/20M NORTH COAST ELECTRIC COMPANY Your Quality Supplier...Swr ing the Paellfc Northwest & Alaska since 1913_ 2424 8th Ave. Smith Seattle, WA 98134 (206) 436 4444 FAX (206) 624-3955 TO: TOTEM ELECTRIC TACOMA. WA 99401 We are sending you: Letter of Transmittal Date: 9110115 1Job No.: Attention: ROGER PALFENIER, JANE ROMITO RE: SOUND VIEW MANOR PO# 4467-7001 ® Attached 0 Under separate cover via E-MAIL the following items: ❑ Shop drawings ❑ Prints 0 Plans Samplcs ❑ Specifications ❑ Copy of letter ❑ Change orders ❑ ' es Date No. Description r 9/10115 VALMONT ALUMWUNI POLE DRAWINGS 9110115 GE LIGHTING CAT # MSCL40SOAl2FMC3 L1GH .WG CAT # MSCI.i 0S0A22FMCSiS0CIrPECrL 1 9110/15 SKYLIn SERVICE CABINET THESE ARE TRANSMITTED as checked below: ® For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections El 19 ❑ Resubmit copies for approval ❑ Submit _ copies for distribution ❑ Retum. — corrected prints PTt N15 RETURNED AFTER LOAN TO US tJndrz no rimum ,cct will Nr+ ;i Coast Elect is Company accept back charges on this or any job unless priormd specific aTitlen Mahoriaation is given by MWTh Cv:; S. E112 G Conrcuny. 1fapMved drawings are trot rennoed witWn four weft ofabove dates all prices will be subject to price escalation whore applicable - Remarks: Please return two sets of approved submittals. Release not accompanied by a set of submittals marked "Approved as noted" or "Approved" will be shipped as subtrµtt> d and the contractor will assume all liability for the equipment being complete and correct to meet the specificat( ns and project requirements. COPY TO: FILE - SIGNED: JOHN SANBORN Date: Sep 4, 2015 ERW/HARVCO 505 3RD AVE WEST Seattle WA 98119 Phone: (206) 767-7722 Fax: (206) 762-4518 Job Name FEDERAL WAY SOUND VIEW MANOR ERWH15-5333 FEDERAL WAY WA Bid Date Aug 27, 2015 Submittal Date Sep 4, 2015 Date: Sep 4, 2015 E� -� Project FEDERAL WAY SOUND VIEW MANOR Quote# ERWH15-5333 Location FEDERAL WAY WA To North Coast Elec Tacoma 1301 EAST 26TH STREET Tacoma WA 98421 Contact: Chrysta Coy Transmittal ERW/HARVCO 505 3RD AVE WEST Seattle WA 98119 Phone: (206) 767-7722 From: Mackenzie Crain ATTACHED WE ARE SENDING YOU 1 COPIES OF THE FOLLOWING ITEMS: ❑ Drawings Specifications Other: ❑ Prints Information ❑ Plans Submittals THESE ARE TRANSMITTED FOR: 8 Prior Approval ❑ Resubmittal for Approval ❑ Record Approval ❑ Corrections Bids due on: ❑ Approval as Submitted Your Use Other: ❑ Approval as Noted N Review and Comment Type MFG Part 1 GE Roadway Division MSCL40SOAl2FMC3 2 GE Roadway Division MSCL10SOA22FMC3/SCCL-PECTL Item Note: W! SCCL-PECTL - Shorting Cap Page 1/1 FF00009 Ingen Software, Inc. Page 1/1 y K m d 10' 4V SPAN 19UBMrr, 1�1� ~I-ley4m (JrALUMINUM -�QUCITY REVIEW fITCTOR R•lodedepnonalaN•nMvNings 1CAOmmenlsAnscnad mlflii. MW%I df fhls rfopaw inrqr-rins ��nia •n"ne• with lha dpUpn cur"I'land �.•nl'rci dneurnm me ntl %° III II,� t..+ cw r Hrued as raila rif�q trw COnvW or'hvrn Irw a"nplranW 4,In PM pt4wl ! .,rn Ip•elllcIHirnj nix Lkre� ,rrea IhMeftq'A. TM Carrrictc. r•nsaln•fg10 Ills rar *IA14 tndKcuraCy, tvnluming anp cwrnlaling Ofquanl111aa sad dlmgrlslu4W fof tal•cslnq fa0fle"OAI r fof WALLmq.."of mmMly, and Iw p. "irig IhIII work m • on(0 muting IRM.f.1 Federal Way U3 5 dlh Aw S, F•d•ll WIFY, Will WM lot Lf" 1/2" O.D_ (2)11/16- DIA HOLES LOCATED Q 180" APART & 90" RIGHT OF LOWER HOLES (SEE "CONNECTION DETAIL") (2) 11116" DIA HOLES -LOCATED Q 180" APART ORIENTATED 0" TO RIGHT OF ARM DAvi-rARM \ 412"O.O.x1'x.188"WALL DAVIT ARM RING Ij f (6063 T6 ALLOY) 1 POLE TOP WITH TAPERED SLEEVE DETAIL A va I m o nt h!A Clh' Valmontlndusbies, Inc. Structures Division 20805 Eaton Ave Farmington. Minnesota 55024-7932 Phone: (651) 463-8990 (800) 899-7571 Fax: (651)463-3349 "'CONFIDENTIAL" Thn Inronrr••041 condlrlsd In h'c diannrg Is prlvaeg•d old cw%%r4Ial, and maybe pmfecl•d from dxl•stm Plana to ONDra ilyd anyrue m dissemination of Ihls drBWng may be wb)W to Ioeal ressk Ion or Wrcliw. (2) 5/8" I.D. x 1 112" O.D. SS FLAT WASHERS (2) 518--11 SS LOCK NUTS 6. 8" 2' 4 1/2" O.D. RING -/ 4 112' D.D. POLE TOP DO NOT SCALE DAVIAFIM 6'-V x 4.Y x 2.e x 1❑'S EL NO.: 1 DY 10078060A FRIALL ALUMINUM ALLOY IH: 10Q.GRIT SATIN POLISH )&CT: SOUNDVIEW MANNOR D TO: TO: NO: LIGHTING GROUP NW ARM (2) 518" I.D. x 1 VT O.D. SS FLAT WASHERS (2) 518%11 x 5 112" LG. SS HEX HEAD BOLTS CONNECTION DETAIL 09-10-15 OT13041 414' 'DETAIL A" 4° 6'-0" SPAN 4' I 2 3/8" O.D. x .218" WALL r FABRICATED ALUMINUM TENON r r/ SUBMIT'-," REVIEW CITY REVIEW HLCPONSE RF.{]4JIRCi OF ? CO NTAACTiglT Nn v: —1:14,ns leknn WERejected 11 _ Confirm In Writing 'i lu ca a Cnach,.d [-I AS 7 P'lahcd Note ki,kh,ds r R- n:mlt ' r�ilb the- ilgrr t oncepl �i Merking .r: u•nrf rf: '1P ,,. .. •rl•ed le fa :3'.dra r',: CVntrdc{o/ it Dnr :n. ,r .• prolecl nlr, a co' an0 apr;h .•. x ferar.• . +r�•rnf••••n The Contraclof re,ne ^. •� dr and aeeura for .orhr^ur "m, nr crefafing of end dlmensinns, far sei, •,ny faunho can procesffes, for lechnlq.res r l a,,emdly and for penlormmg this work In s sate ntsnnes ' 1 I Mr. It Federaf Way 33325 Bth Ave S. Fedef of Way, WA 99W3 1 4 112' 0.Ij. x .188" WALL ALUMINUM TUBE (6063-T6 ALLOY) r 4 1/2" O.D. a I HTED @ 180"APART HOLESLOWER f4 & 00' RIGHT O OLES (SEE "CONNECTION DETAIL") (2) 11116" DIA HOLES LOCATED Q 180' APART � rDAVIT ARM ORIENTATED 0' TO RIGHT OF ARM / (2) 6/8' E.D. x 1 10O.D. SS FLAT WASHERS (2) 5W-11 SS LOCK NUTS fl (2) 5/8" I.D, x 1 112" O.D. SS FLAT WASHERS DAVIT ARM 6' (2) 5/8"-11 x 5 i/2' LG. 8" SS HEX HEAD BOLTS 4112" O.D. x i" x .188" WALL L / / DAVIT ARM RING SEE "DETAIL A" (6063-T6 ALLOY) 2" r , POLE TOP WITH TAPERED SLEEVE 4 112" O.D. RING 4 112' O.D. POLE TOP DETAIL A CONNECTION DETAIL DO NOT SCALE S DIA"x4.5"x4.5"x2.4"x6'S5RRNG 5 valmont V t A UU~ LU100 KIPS GIIN SATINOF'OLISH H V911nont IndusUies, Inc. SMiMres Division PROJECT: SOUNDMEWMANNOR SOLD TO: 20WS Eadw Ave Famdnglon. Minnesota 56024-7932 SHip TO: Phone: (651) 463-6990 (800) Si Fax (651)4633349REP: P.D. NO: LIGHTING GROUP NW Q9 1Q 15 G 1xk QT13041 "CONFIDENTIAL" The In'a rma0w con W ned In this draining Is privileged and conkfa W. and may be prolectod from Madmwe Plonse te s tlrst air useor r.G� dieseminatlmn at [his drawing may be subject 10 legA resblcum or Sancdon- EV DATE REVISION DESCRIPTION By 314 IT SPAN x 78- RISE SINGLE DAVIT ARM LOCATED 90' RIGHT t1prL!-FA"e p- CITY E111E 1R1iSP O iEQLIIFEED OF 1 RACTOA No aria wa lava � Rejected ❑ Confirm In Writing Note lrn n x:tn Attached Comments ❑ Resubmit if revlet• I r pe 1.410 $119.1hc design concept end co,trncl documents MtrliM or ntf - ff tmd es �elleving the Contrador from itw cnmt trance with the project plans and 4W11. y nor therefrom The Contractor ramalus reenunsnla (m dolalls and accuracy, for .onan ling of quantities and dimensions, for selecting fsbricalron processes, for L&ch lfqu*i •` 1nr pertorming INa work In a safe manner tjj�j�ttlra, way 33325 Path Ave 8, Worst Way, WA UM F_ au LMM 0 lu x z z z J z_ _ � J O 0 z n. 4 m w 00 00 N POLE SHAFT FABRICATED FROM 606344 ALUMINUM TUBE (POLE ASSEMBLY IS HEAT TREATED TO T6 CONDITION AFTER WELDING) BUTT OF POLE TO BOTTOM OF ANCHOR BASE (4) BOLT SLOTS 12"DIA. MAX. BOLT CIRCLE E_ NOTE: NUT COVERS T j NOTSHOWN 111' DIA. MIN. BOLT CIRCLE DETAIL B ALUMINUM POLE SHAFT ^� (4) CAST ALUMINUM T I %9OLT-ON NUT COVERS -- 8' O.D. x .219' WALL DETAIL A rr rq 41 x 8" REINFORCED ALUMINUM z HANDHOLE OPENING WITH SI16'-18 HOLE FOR A GROUND FCONNECTOR AND FLUSH csr FITTING ALUMINUM DOOR W1 GASKET CAST ALUMINUM ANCHOR BASE (SEE -DETAIL A- IS 'DETAIL B") R T FOOTING, REINFORCING r- ROD, AND PVC CONDUIT -}� (BY OTHERS) Vdll'110t7't'� Valmont Industries. Inc- Structures DMsion 208M Eaton Ave FanrikoQn, MInineWta SSM4-7932 Phone: PSI) 46"990 (WO)8W7517 Fax: (651j 4613349 "CONFIDEKnAL ' Tl a InlamaYon cxnetlnad n thh drew[ng to era AmW and amltd&fda; xId maytM Fed fro", d/ritee•M?:r�rplztrtc m+m,e eur VtYwvm jv" mpueril nt irdsA ,-TIV may tm"ge-J A f9J n, MI Ir OT NK .+ra+- 0O NOT SCALE Fitt. S ANCHOR BASE DAVIT POI E IODEL NO.: 28DS4580TF-AA VATERIAL: ALUMINUM ALLOY INiSH: 100 GRIT SATIN POLISH RCrJECT; SOUNDVIEW MANNOR OLD TO: KIPTO: ,c, N0: REVISION QT13041 114 31a' BASE HEIGHT (4) 114'-20 SS HEX HEAD BOLTS (4)1"-8 x 36" LG. ANCHOR BOLTS (BY OTHERS) i = O w z Z � _ J (7 2 w h w Z IL � a J O ap a IV SPAN x 78' RISE SINGLE DAVIT ARM LOCATED 90' RIGHT OF HANDHOLE (SEE "PAGE 4') SUBMIT: ". P.FVIEW CI'i - IVLG,TENON HE;SPONS£ REOUIREDOF CQY1AACTOR Wlelected r] Confirm In Writing .r. pl „ F1 Rev�hm'I rn the deal," concept and r-,.. .. Marking or —{l] BOLT SLOTS I•L: as ,elleving the Contractor f— r. ;��,r,l ••�c• wirh iPe project plane v lhPrefrom Tne Contractor ramp -s . ;pons: Aln foi delegs and accurm-- ,of quarilltlee and dlrnenslons, for selecting fabrcalion pr—sire , .. 12" DIk MAX for performing this work In a safe manner, BOLT CIRCLE �•�' ' 33325 fill Ave 5, Fedwal Way. WA 98003 _ Date ific 12' -- NOTE: NUT COVERS 1 NOTSHOWN 11' DIA. MIN. BOLT CIRCLE DETAIL B POLE SHAFT FABRICATED ALUMINUM FROM 6063-T4 ALUMINUM TUBE % POLE SHAFT (POLE ASSEMBLY IS HEAT TREATED TO T6 CONDITION BOLT -ON NUTCINUM OVERSAFTER WELDING) 3112" BASE HEIGHT (4) 1/4•-20 SS BUTT OF POLE HEX HEAD BOLTS TO BOTTOM OF (4)1"-8 x 36' LG. ANCHOR ANCHOR BASE DETAIL A BOLTS (BY OTHERS) 8' O.D. x 219" WALL Ch 4" x 8' REINFORCED ALUMINUM HANDHOLE OPENING WITH N16'-18 HOLE FORA GROUND `z CONNECTOR AND FLUSH FITTING ALUMINUM DOOR W/ GASKET CAST ALU(ui1 NUM ANCHOR BASE (SEE 'DETAIL. A- &'DETAIL B') FOOTING, REINFORCING ROD, AND PVC CONDUIT (BY OTHERS) S ValMo t A MA CM Valmont Industries, Inc. Strudul'e901�ialQn 20805 Eaton 02 Ave Farmington, Mlnml4ta S51-7932 Phone: (6,91) 453-8990 (800) PW9-757-' Fax: (851) 463-3349 "CONFIDENTIAL" The information owtalned br Uds draevng is M'NKeged w,d wnfidw W. and may W pralectad Ifom dledocu% Please ba aiwxe" any rraea diesamlrcWon or d iy drawing may be aubjeetto toast rcdelfa00 orsenalom *0 "V- 30 M�k s �rrut.k� 00 NOT SCALE ANCHOR BASE DAVIT POLE EL NO.: 280845807T4A EWAL A[UMINUMALLOV M: 100 GRIT SATIN POLISH JECT: SOUNDVIEW MANNOR 3 TO: TO: NO: OT13041 REVISION DESCRIPTION J BY J 214 TYPE ES-2EU SERVICE CABINET FOR STREET LIGMING CONTROL & TRAFFIC SIGNAL COMPONENT SCHEDULE �1 METERBASE: 100 AMP, 4 JAW, S 1'Y SOCKET TYPE, B-LINE #114TB WITH 5' JAW KIT Gf2 PANELBOARD: 1201240 VA 26D BUS, I PHASE, 3 WIRE, COPPER BUS, 24 CKT MAIN CIRCUIT B 1 - 100R.�1AIN EATON #BAB2100 (BACK FED) EATO_ BAB SERIES BOLT -ON BRANCH BREAKERS: 3 C6, LLUMINATION BRANCH "DASH POINT, SOUNDVIEW & SPARE" I - 5011 SIGNAL BRANCH 1 - 20/1 GFCI BRANCH ✓ 1 - 1511 CONTROL BRANCH J 0 CONTACTOR: LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COIL: 3 REQUIRED 4O DUPLEX RECEPTACLE,120 VAC, GFI J SO PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC O TERMINAL BLOCKS: FOR REMOTE PHOTO CELL CABINET: NEMA 3R, PADMOUNT, 1/8" 5052 H-32 ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT MOUNTING PAN, HINGED DEADFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES 'HEDWMGLASS WINDOW SUBMIBEST�OCK W/ BLUE CONSTRUCi-I N CORE ON DISTRIBUTION DOOR CITY REVIC�Y C ED$ L HOLDER pg)10k AND WIREWAY" COVERS WHITE No exceptlo- taken r-) ReIect4d ❑ Confirm In 'Writing N^IP Markn �r`mmenra !� Peaubmlt 4 r. ached !1 '.ha •vle+r Is Ir r-I conlm d mance rilh the design cnricept a•,contract documcnic Marking or ,m ••,15 '^al :hood +s toIle,ing the („ntraclm from !, .nm,-J-nr, wlIli the protect plans p D ,w MANOR 4467 —d sl•?clllraunn de b,�r4r �; Ir��olmm ,h maiole ;` Ucleds and eceurary, �� T for can llrmlng ar �.-ul,:ang �.! rl uan 11!1 r.9 ;n q 4 �s, , tlirrciing hbrlcabml process", IIN ITY OF FEDERAL WAY Ie hn,q,;ac of eesrmoty, wind for performing Inle work In a safe mennar, cl!y of Federal J1l25 eth aa. FWeml {lsy WA QRTH COAST P.O.#56704778 UL LISTED PER STANDARD #OTEM ELECTRIC ed — �ABL-E-FOR-USF-*FrS1�iFICE _ —4—i5 T.0 . S.O.#64842 SKYLINE ELECTRIC & MFG. COMPANY INCORPORATED S► Itchboards Metal Punching.. Forming.. Welding Panelboards Industrial Control Panels Stag Cabinets 3619 7TH AVENUE SOUTH Lfl,•. jkegistered SEATTLE, WASHINGTON 98134 TELEPHONE (206) 682-4422 FAX (206) 682-0927 1A m 8 8 4 YR n Z m r O �m w mM m 1 >�,� ° C b R, om A M� m� O1 0 /+^ems 0 V X N O 0 0 1r 1--o- - 4--1 ------ --- --- -- r 1p , ' KV �� r r 1 ' r ------------------ _____ 32" S2" - - 3 - s o - a a w J \ - d L U 1 � c ' • 3 f __ m r- z k �' N 0 iuhmltted by ERw1HARVCO Catalog "I" ` I YES+ l� Job Name: MSCL40 �C3 `�, HV Yf FEDERAL WAY SOUND VIEW MANOR ARVC01 NOERM41 SUC3V1 ' r\ IFW CITY REVIEW Fie- PONSF RE:OL10 uF GE cunrr�Ac �R No eYceprlone taken Rejected (-] Confirm In Wrllhg [{ Lighting Notekta,` Comm:nts 'q, n A!:,ched Rrsuti �' ip is rrt. yr-rrr;ti rcniouriance rvflh I" dellgp concept err. Marking or ,o' h,� ••mstrued as relieving the C,rtractor from !hr l,rojecl plans +nd sne01 'is - : depe tur. 9 : ,rrPhnm 'n• U.9tracte- Iernams raso.. .,It Inr dot s anri a curacy for or dl, (,-if dnd nrrel Miny of gvenll'..,+ and dlmenslori fo- sele0ing iabncahon proue9ses, for iecnnlques of assemt)ly, and for perforrriiuq this Work In a safe manner City of Federal Way 33325 BIh Ave S. i teftnj ► ily, WA SSM By Oslo Roadway Uuhtgn�-N" *;:'1 :2 M-400 with Cutoff Optics (MSCA & MSCL) �� ` ' imagination a4 work Su"lfad h � ERWIHARVCO Catalog- Br' T �t@t i Job Name: NiSCi_d0 2FMC3 ����� FEDERAL WAY SOUND VIEW MANOR � ` A � r ✓��� cn,Attat Notes' 1 MSCL - Suggested Catalog ordering Numbers H5C> 255w2iFrt[3 25G ilPSr �tuibvoil "Aa P SIx Ukn a C1 NSCEat�2rMO SCy HPS ►wf[RVSDR Gbu +wt3 i Al GE suggested catalog ordering numbers come with PE receptacle. PE conbal must be ordered Separately (Aer arvJ instal SCCL-PECK if no PE is desired Muhlvolf ballasts can be far either 120, 208, 240, or 277 volt incoming power supply. Product Dimensions SUBMITI RFVIEW CITY REVIEW RES+° No���lt, , taken [1ln4en (� Relealed ^tole s l nay n Comments Attached Its -v . I unnorai r, trnianca with Ih9 rk►lgs np c-mmanls '. o � r• n .t as relieving the L'.i iR.?p '• iild ipml a'e(tn lilt!.:: I%-� ., Tlb CWlira i:iJi fai+ia iii for �.ochr Io, nnd_crraleling of quantLles end /Iron hrchMQ Y{ assembly, and for performing Ihls work In Is talc nnrl City of F@4 ffil Way +"k_itP ft r-d$Wl Confirm In WM Resnbmh r G'F.:ail:ri e 4 W. e a �t urro�11s Ind ecuaacy. •w� .•r. IV., ,tlr! praeease%, far f15d41n. [42 mm to 2-375 By tnrtlan Depth 4-75 8321n. [211 mml 1 15.12In- (384 mrnl f - f-1 15.12 in- 10.75 in. Off, mm) IZ73 mm) SHALLGW G LA55 Gko9E I t In. Pipe 1 DA 8.32In. 832 in. (211 mm) (211 mm) 31.81 in. 18man) 12 im 178 Iji 1384 mm) 510E VIEWS i' `..a, • Approximate Net Weight- 33-39 Ibs 115-18 kgs) 3. •;: • Effective Projected Area: 1.1 sq. ft rnox.10.1 sq. M max I t 1 • Suggested Mounting Height 30-50 ft 19-15 M) www.gelighting.com r• GE md'htGE Maro9wn as lruiasnarks of E'M GaatYar 9acrr� Company. A9 Whvr bxrmaksuv rhepmperry of Uei rape[be M s. �rdatr�linrpvwkdnv.Ejrc:lo clwtgr�Uwut rnfta plsakts oredes�or lyp�d vdxsv?Rn mcasrMtndertoxralarymvlthat GE10;6q and GE Lighting Satolens, llC are businesses of tha C—of Elecvic Cat ponj. t)IMA GE oiP2932 i7N31•Ltil14) sutxrmed byERY1IlIARI'CO %,azwog n r. .fob Name:M5CL4Q. FMCS �[-`Q [}��` r FEDERAL WAY SOUND VIEW MANOR 1 Y iAQVCO ROM ...-. �j+ ERWH1 Product Features From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliobiiity in street, highway, parkway, and commercial applications. GE offers o wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing • Die-cast aluminum housing. • External paddle type stainless steel bail latch Finish • Polyester powder gray point finish Rating • t&/ ® listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Reflector Unique Features 'Dead bock' tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90• cutoff - no lightabove 90• (meets RPO-2000 for full cutoff) with flat glass f RIIRrt,11T7T' RFVIFW I _ RESPONSE AEOUIRED OF CITY REVIEW CONTRACTOR No exeeptlnns take -J R*"lod ❑ confirm in Writing ❑ Comments I❑ Note MarMing+ � grysched Resubmll This revlpvr 'nr epnera! , nmormance wnn me o—gn cunpr •r nr cw�o�. ,,,,,,,y ,., commend shall nn: construed es relieving the C,r,tractor from Itir nplh with the prnletl plans am spedflcall ins rm dopanwes Iherefrnm The Contractor remains respon; I-ie ar details and accuracy for conOrmlrg snd corre.�aimg of guaniidos and dlrnenelons, for selecting labrlcauon processes, for techniques of +ssembly, and for performing this work In a male manw. City of Federal Way 33325 !th Ave S, FWwalJJWay, WA 99M 9y Date,4� 0 o� S WlIftod by ERWMARVCa Catalog N�ber: Type: --� Job Name: MSCLQ 2FMC3 //�� E FEDERAL WAY SOUND VIEW MANOR iAR.VCO t�aies:- V.. ��� E Ft4YF R53i33 Ordering Number Logic MAGO With Cuzotf Optics (MSCA & MSCU KVAw W . 70 E _ 4t SeeAfhle 66d00wiA f0. 300 aDeis 75 . 150grow 155u117.175 E11f .' t•M 6o1e11'M 7'I',E'--! 200 NIEIb&A ):=mlYiilFlamm A 250/eU1 .kAft.nom% 250 5 .A20 CMS d C"I320 .1�t¢50 SucklS�e14 35: N •. HPF / � 6dwIMVFE P,cocta mh 1A000P1 reCprrr�tlaF.dr N. Nag f CwdPoprits 47 . B5 0 •31. W s IIPF D00019 G = 70 W Reacla S = ZA a lag RM W ` W 230 P . W0 ! � � i s«rNsre3 Iv..r+m a f 1; zw +l �y .2V ('iDTEF7k7.:" i F Kind laP Y,wo- Ballast SelecOon 1 Cble NOTE N/A=NOCaodilablk 'Nnl Photometric Seid CLEAR REFRACTORS. A11 light sources are cleat 11 .1 2 Lis iP>tLa66L� � � See Pholorrlelrk C,=.(hucod liar ✓ s G • VItAwI;xt Selet6 l*t F • Rjq Not aailobie GLiEe L . =k 16y� u;IhrrilierollaAgl vollogel f:S4.Aat1_ 1 • UR Sarge PaxedOt H74tnj* R N wNodel U. Q/.@listed kiLh } glass of (6ft O14 •� ��� FLINPCp� 350155V7 ! HPS �50391 my —'i;—..Pdn--- 200L00 HP$ HPS A51005 n$1A.d" �re2A N A ASiO'15� A570i5^ H j +F508W ]--250. 370, i EPMH r 450M -0503-07 j__ _A _ N�k di„"S59 LYA N!A ;SOSCrI t 350.000 EPMH 452BB0• t 4528R2' 1 WA I N,.1kI M% 1 NIA 1 d$Ui 4 1 45Bi5 r, NOTE: N/A=N01 Available C/F.Conlar-LNonufocturer •Requrestheusenl ED-2RLomp "250wo1BmaA=rn 'Iv -`a Job Name: MSCL10 L&2FMG3/4CCL-PEr EURVO 1- �voFEDERAL WAY SOUND VIEW MANOR 2 V Noias::u sce G L- �Ckft cap GE sum— rFVIEW Lighting I CITY REVIEW HLSPANSf: R�i3l.IIRED OF C FRACTOR No exceptlons taken r) ""t"d ❑ Conllnn In Writing ❑ Nctr Ltvkhgs ❑ Comments [) Altgched Resubmit -nk wvuv • fey gpneral -:nnlcimance ,rM wr peafgn concept artd -�vir f ciccumr:•14 Marking or -mmenls cosh nnl he con,m er, as relieving the Contractor from the comphaoce win, II•e project plans d sper.li cations n •r dpparwr c therefrom The Contractor remains responsible for delalls and accuracy, 1w Conhiadng and co,releting of quanlltiaa and dimensions, for selecting labncallon processes, for ternnlques of agsembly, and for performing this work In a safe manner, City of Federal Way 33325 gth Ave S, Federal ■WNW, lr "M Roadwaylie*t DON 11-IJ WTdP M-400 with Cutoff Optics (MSCA & MSCL) -L � i ( :; imagination at work Submitted by ERWOMRVCO H17 ARVCO Sob Name: FFDFRAL WAY SOUND VIEW MANOR Product Features " WI.40CL-PECTL - Shotfing Cap 2 From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities. DOT customers and more. Applications • For roadway, highway or parking lot applications where lighttresposs could be a problem Housing • Die-cast aluminum housing. • External paddle type stainless steel bail latch Finish • Polyester powder grog paint finish [gating • Q/e(p listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Reflector Unique features • 'Dead back'tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90• cutoff -no light above 90• Imeets RP8-2000 for full cutoff) with flat glass SUBMI!7''iGVIEW AtSPONSE REQUIRE CItY REVII IN D' fDF _ CONTRACTOA No nrrr.o!,nns In'1vn (-j velecled © - ..�.�.�_�.._- confirm In wrllpp �] N r.le e'ar�ga �� Cnmmanla �] Heau4slt at+edsd _ ,077 A co"W"111( e nh the devign eoncep! and 7n!"n: ' ... Marklnp or ha not r> onslrr, Ts rel-eying v,e C,nuector (roan n omUllan �'.t rthe rowlect plans nn s, 1 !L, i r,-es a4i T,.-. co: tractor remains pon-,hle o -tills and accuracy, r confirm•. u 1 ng o, q.r. ,rrl dlmenslona, for 51leeling fgbncahen proeeues, for tech, ques n! sa- lr a A for performing thla work In a gale m- nnet. Cry of Federal Way 33325 lath Ave S, Federal Way, WA 9M gy Qa to No ersp Rol MAr 1 h;5 retl- commenL •'u Anc speciH1 "1 ter cnnf++m{rn, leelinlqu,is of 1 Clly of Federal By ��a�' a` '� 9lrtxnitl[1d EFZW/HARVCG Catalog N mba r. -._ -. .. M$CL1D FMCS/SCCL-PEC EC7L. S-- t`Fg� Cap15CC T p+»y - . •------ .. 2 E .lob blame: Wk�W AFAfVl9Ft' -- F/iIrcW3FON ;F F1 IRFU O .. _. -..--•-------.. �fIYYM1l3:'39S Nye taken Re�rttoA ❑1 Con" •., In rl nmml^lls L ' Pasubw1i Ili,v_ t "' At'achcd Ih4 do qm CorvFn:tLil M�W irl„.,zrt• Rplans I w CvIll .!HJ' hhxlorla"fyI WN AnVAUINcy,nhct. Viol ,1M v•,,•rt 'eL crr &lkSC L•�,, I umbly. and to pefiar,wr,N MIA work In A SRW manner. _- n 3.1326 9th Ave S, Fedwal''day, WA 90003 Hale V(Dj 2 2[SG4• Ie [ .6,wwid 51e WT,At SPyoq[ 1 fgTi9 . ■� See ftomelrk C . (trtwd Met Sde6urlTable F • FWngiNotvaYoNe PFFCaw:h 9R�F7a Cw0cle flsl4 1S27l Gf.^Ac WthrrMtkakordud 5 1p iK I - ]> M Yit:4d6N ND1EReceptctle L = f4fycor4oroh �lkl 142 4W9e1 37. 175 2 •i0d Za6oR � �•' '^► I We Surge Protector. 2e. 200 We7 Ot 3 . E40 G . g -1199 Wir IL'-0.7a �•/ 124. Mf Mtd Ma3eual dr) wit 2S0/400 WAN4 A .2Yf wayt ful ncicw Ti�tA'mp6isl iS . 25a 3 •4WG Eramied Order PECefJrJ HKaei ! U = p/s istedw0.h � 6ek. .Ai • 320 1 .1 Soria RA s�orge4. ! 91oaoNv�a�Aj1 9(54k3r M 350 0 •2stA' N • 16i HremF+kJ ESfaI I40.400 GdlCsiliadiE Reectur FL[Gaai[DpLec Pre'+omlJ FSE61 lid pr�4flCpit: 8 Log Ki1rA (uc q eeemut Sry! N. IX-Ift�= 6ftH dWki L3 . 95 D = W N , N..r am- L . 2G0277 P:V WL-: Li W. 23300 P . M.cc Ih jj kwv wpm L , aD r.f �5� S+ti V C_A._ G ti OI btu•, (� y" k • 230 Q rR'mtC^dtOr bare wa1Ge Ballast Selection Table 1501911 HPS H3V,A li.KHLll I G.H G,H G.N M GN.MJI I G'.NM•.N I GM VA NIA WA N/A I WA INIA 20D HPS A,M,P I A.WILKN.? A,✓nH,M.7Le A,G,M.P A-Gk AG,M I A,GM.P ,G A,G.ILN.P WA H NIA WA WA NIA q_,P A, ,N,H,N,P A•G..KH.P A, ,M,P _ k6MY A, ,M.► A.G.SLM]r A,H N 97A A,N,7LH H 14 Kra WA N/A WA WA WA 2901gpp _A.6..M.NA MPS A A A A A A WA A 400 HPS All AG.hLN A,G31.M.N 06%KM &CM A,GII A6.M A,6,M A.6yLM11 rLA.N H N,fA AH,H,N NA _ AA.M I17 N/A At7A WA NIA H/A WA WPMM A A A A A A A WA A 2'50 EPMH A R A .9 A A A • _WA�&A — .406 A WA WA WA NFA 320 FPMH A A A A A N/A A WAWA WA N!A NIA WA WA 3S0 EPF9M• A A A A dl N/A A N1P.N/A WA NlA NiA POA WAL Opp _ EPMH A A A A A A A ' N AA WA_ NTA M A filA WA NOTJE:WA=KQL, Jd * 'Not avokUen12l)U47- "Natmola blein200xronar31"latl C/F=ConioctM nulndurer Photometric Selection Table CLEAR REFRACTORS. All Whl soources ore clear. 15015SV1 HPS 450391 14SO392 I NIA N/A C/F CiF We 650SA7 145oS46 1VA 20D-000 HPS HPS 451005 451MG A N/A 951046'• 0,64S" WA 4SD364 f 450863 f1/A A120 EPMH 4 175, 250. SMQ; fTA 45076 VA350.400 EPMH t1 453L1 e ' NDTE WA = NOLA,,oRable CIF. CWk*Ct Manvf4CTwef •Requires the use of ED-28 Lomp "Z50 wolfs mowmum Submitted by ERWIHARVCO E W:' tr HARVCO Job Name: IMSCL FEDERAL WAY SOUND VIEW MANOR Notes: Y1+IS.C�I-PEC�l--.skivititi� dap MSCE_ - Suggested Catalog ordering Numbers 2550A2FsMW31 7` MS MtAWAut*-R4 fr 5 17?Qabs5 N4[3 _MPri MwlvaY. Ful?Re Sor�L M _ All GE suggested [eto!cg a:49ring r JmLersiane with PE recepkxk. PE contra) must be ordered seporolelg Order and insioll%CL•PKrL if APE is dk*od. Mullivolt ballasts can he for either 120, 203, 240. ar 277 volt incoming po"r supply. E Product Dimensions TOP VIEW 31.81 In. IB08 mn" 9.04 in. © + 3.5.12 in. 10-75 in. (230 mml 1384 mml (273 mm) SMALLO 6W LASS�—T GLOBE Adjustable Fort-1/4 in.IMSCL only) to 2 In. Pipe 11.660 in (42 mm] to Z.375 in. I60 mml O. D.) Insertion Depth 4.75 In. (121 mml 0.32 in- 832 in. 8321n. (211 mml _ _ _ 15.12 In. I 1211 mm) (211 mml •2IFV4 1384mm) _ r .aljr.ly!. (wSr"CITY R� $3UllilmFk" R OUIRED GF Na In Wruiny (7 �r:glEWS Connie (� i'� j Ilra fr: a, ".� qnr.•�-. c.,Mo•ina. •.:. �tqt;,= fis'in _orcP d earl ij-�— iz�:Ru•tiing can ae; nl• slut ��.Ir rnsl•wL1 .� rlir:r 1 ��•.� Cr�nrar �� it r - van r rol-1 INS and c, icih ,1 nc . • i•er!„ I�rr. �.� .:ni.?.:vr .:n:a��:. •. ir, an•. min err rn Inr r- ,ny and nor lln4 of r,.- . jnc mme;rlr,i,: -.r r .x,.!ysy 161nrr.atr r technlr, es of a , ,),, I Icr pailorn, y Ihls Work in A 's manna F -1].1t3 rrrr ,S S, Fadernl'r4ey. WA 9F 103 Approxim, Net Weigh�� 33-34 Ibs 115.18 • EfFec4 ve P meted A(gv; L 15EI, I!. mvx.lt1. f s x ^ ^ u+ jW 30 6014,(9-i5.MI .� www.gelighting.com . . 6Eoe-r0.rwrruayl°moreVolan,odea pr[mrw sec�ic=omFwur7 o9rnva:c-+mYsomvKcCWw ' 1 ol¢taret7nner_insr.Srs hdvrrror�en Pravct4 isa�6lxSlA chorga uYltlor xltelJnEeaavdei;grn SlPi:al 46r.wrsn *WAI*d wderlolxal°ry of feMre.GELNh iq and GFlgl lnG SeL°vx tlLvahr+nerserd lt,a 6e wmt Elaam. Company, ® 2014 CF OtP2932 I,A.• 1VG4/141 SYLVANIA CATALOG NUMBER (} � � �� o QTY 5 LU400 / ECO 67533 QTY3 LU1001ECO 67514 ST28 Eri 8 8T37 17, NXIs See product Information bulletin [HID027) for MW details Avo Approx COW PUIPW Lumens larno Ordering Fb—h - Pkg Larfij), Operating Lift: initial CCT frftP'j'y NiunSer Abbrevialkirll Req. Qty Slk Position Olrsj Mealall C4 (K) PM so Em5 mmod -1 Y410 LU50/Er0 S WJY. 2D qw Universal 31)1)00e 4OW 22 19M IX vot ' LU50M WWO 20 61W Universal 30000+ 22 1900 14 (3137M00) Lll wib 20 Universal -30061. fim 22 19M 210 70 1211 M11W (SSW 67519 Lwam MOR 20 UnWe" 3(1000+ 5500) 0 V 19M 79 (479 0?11 EMS E3A6*W ljTVft LU100/E co 20 cow,9500 2100 (7150) -. I LIJIOOM 20 2100 90 19 ETM EWAW VMS LU150f5EIEMI 16000 2100 (122A LU160 /&Vol 20 Universal 14000 2100 (125M) 18 LUI501(00' 10 41W Universal 157003550) 2100 10 (1 wo aig ray oDw 87 8 LU200ftCO $6610 20 Cte1t UntVOMJ 3�4- 22000 92 2100 (tswo) 250 EMS EMMMI LU25mea igfik l 20 QW Universal md(j%, 29000) 2z 2100 (2470D Vzo E3090 wh LU25010 10 un-Mwsw 26006 2z 219) 310 Eno m%W 75gd 11,13110IEC0 20 MP UnWerSW Wo-v MM V, 2100 1* (32M) Eno LU4001ECO S6tl-- 20 4ax Unill-r-ail 50000 2100 (4M) 8M E3MD* 67a i LU40wo SWO 10 b).a* Universal 47WO 22 2100 09 (400DO) 17 cart w W400T MM 10 450DO 21 2100 (41400) 79D am n~ 47647 LUMP •unw., -2jow IOM (94500) 2100 t.0 Iwo E25 EAVOM F)3D7 LU1000/ECD3 Cjw Universal %401)1)+ (11324000) M 2100 00 Ma*n kumM wa Menuft ffl-VO a ARW9MV1 TVA lmTpwftz ID 1- a* —4�w+r Lwo- ALw% 61 NwO n ad Use wth -%M ptilm raled weimb w g 51. C I 1-Y H E VI ' '�Aj Vil, �110!4'SE Rf OUIRED OF 001,11,q 1 /k"'l On tjo co"ll"n Nole Mo, '1-4, r' a, +uh nu q ee fdlfl JhP 0AIgn co-;: �, j , ,a MAIrg or j q olwvmg IN- 1:,,Mraclr f-orr 1. ':,o pr-)lect plane -';tt,,ctor rsmrifo m corrt,)Atmij of cl,vnl [oi SaUCN119 PIOG6,1"S, for leciinl9LI-010qsOMDIY, and lot performing Una woikIna =ifernannw, Ory of I'quaral kVay 3,1326 91h Ave S, Federal Way, WA 98003 By For the currcrd llgkg of available products and rnom complete product Information, please visit us at www.sylvania-com SmGdicauMSSMJBCItDmange WIMGUinoiiGe. 92 Washington State DepatrtrnentofTransportation Request for Approval of Material Contract tFA Number I SR Date 9/14/2015 Section County SOUND VIEW MANOR KING an or subcontractor LLOYD ENTERPRISES, INC ]TOTEM ELECTRIC This shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for Information that was omitted. For assistance In completing, see Jnstrrrctiom and Example RAM # PE Hdgfr, Bid item Material or Name and Location of Fabricator, Specification Appel AFPri No. Manufacturer's Product/Type Manuracturer or Pit Number Reference Code Code T LAKE CABLE 1 tPOLE & BRACKET CABLE VALPARAISO, IN ` 9-29.3(2)D WIRE 1 POLE & BRACKET CABLE kROCKWALL. TX 9-29.3(2)D ADVANCED DIGITAL 1 POLE & BRACKET CABLE ITHOMPSONS STATION, TN 9-29.3(2)D I I l .t l S { Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report For samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Car of Compliance for'Acceptance' prior to use of material 3_ Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved El Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for'Approvar prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT Inspected' or'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: C f REVIEW RESPONSEF EQUIRED OF Noaxapnanta NoMklv*w n Aejcpad ❑ Cl '"' 13 Ca*m PAS inWrOV O rhmmr 11m1a ravbw Y for OaneMnb t!!! not nal cmiormance with the assign concept and contra oonsriued as relieving the Contractor from the compl' t ooaanms. Mrkig me with the projW IN ailh %6 and c taL{a1II, d wrblatIng of cluantttisa and dimensions, for aafaci+p I ,, and for p^� phis work th a safe manner. sbftslJon pmossaaa 1:7I,y at FWwW way =25 Cth Ave S, rydarat WrAVIA11111111111111111 Project Engineer Distribution State Materials Engineer Distrubution Contractor Region Materials General File Signing Inppecton Region Operations Engineer State Materials Lab Other Fabrication inspection M/S 47365 DOT Form 350-071 FF Revlmd 12I2008 SM 112015 Qualified Product ust Wa*bJnqfqn E1vt �tipte �VW � '�. Qu fflied Product List Contractor Product information Contractor. LLOYD ENTERPRISE_ S Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: ke Cableof Indiana - Va€ a—. also. f !. September 11, 2015 Product Name: Pole and Bracket Cable: Part No. S800100308 Standard Spec : 9-29.3(2)0,' Electrical - Conductors - Pole and Bracket Cable Product Description : Pole and bracket cable; Two conductor stranded # 10 AWG cable: Black and red; There may be stock with the old part number: Pole and Bracket Cable: Part No. 09319NKS17 is approved Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present, Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11IMS Qualified Product List W$rsblnvto 'i Stato '�I�, �ot3�ar#z1ipR Qualified Product Last Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: September 11, 2015 Manufacturer: Fatcnu Fine Wire and Wire Products,inr. - Rockwali,�.� Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Two Conductor Stranded, 600V, *10 AWG Pole and Bracket Cable Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Oct 28, 2013 To be completed by the field inspector: Quantity: Verified By: Date: 9MV2015 Qudified Product List i"�t5}iiYF$]Ebn 5tB?R �' Li±•gsartm�rxt of '€'rai�.s,Fgpstaticrt Qualified. Product Last Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: September 11, 2015 Manufacturer: Advanced Di ita� i Cable, Inc. - Thompsons Station, -TN Product Name: Pole and Bracket Cable Standard Spec : 9-29.3(2)D, Electrical - Conductors - Pole and Bracket Cable Product Description : Two conductor stranded #10 AWG cable: Black and red Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: Return Address: CONFORMED COPY City of Federal Way Ill 11 ill l 11 � �I fl[ I I f lill 111 Attu: Ann Dower, Public Works IN 1111111111111111111111 33325 8"' Avenue South Federal Way, WA98003-6325 20171113001251 % WARRANTY DEED Roe: $77.00 CTR,T AMERICAN V 1111312017 10.54 AM r� KING COUNTY, WA u STATUTORY WARRANTY DEED Storm Tract Grantor (s): HIGH COUNTRY SOUNDVIEW MANOR, LLC, a Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Parcel A: N 132 Ft of SE 1/ of NE % of SW % Parcel B: A Por of N 1/2 of NE 1/ of SW % LY S of SR 509 & LY E of Hoyt Rd Less W 600 Ft Additional Legal on Exhibit A and Depicted on Exhibit B Assessor's Tax Parcel ID#(s): 112103-9060 THE GRANTOR(S), HIGH COUNTRY SOUNDVIEW MANOR, LLC, for and in consideration of the City of Federal Way's approval of a land subdivision, No. 15-104753-00-SU, for construction of a 21-lot subdivision and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of their right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS % �h day of 20_L�. Said dacurnents ,,vere filed of recoaCCOMCdatiDrI on. [signature page follows] as an e t has not ben exams -led as to Proper execution or as to its e€tect upon tltle CONFORMED copy E2900298 EXCISE TAX AFFIDAVITS 11/13/2017 10:54 AM KING COUNTY, WA Tax Arnnunt:$10.00 -1- GRANTOR: HIGH COUNTRY SOUNDVIEW MANOR, LLC By iCap PacifiG4W Management, LLC, Manager By: - 7ir}7 Cbristerisen, Manager . 'y STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Jim Christensen, to me known to be a MangLcr of iCap Pacific NW Management, LLC, that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of High Country Soundview Manor, LLC, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this 4h day of Lluq ust 2017. CE Rot. +� ( ary�p� not tur atL_ b �i. '�, d o�•+n` ��•4 kty-ped/pri LLGu1 came of notaa 1:\csdc\docs\save\7550486044.doe \\cfwfile 1 \applications\csdc\docs\save\7550486044.doc G:\1awforms\deeddev.doc O1115 Notary Public in and for the State of Washin on. My commission expires / c�2 -2- EXHIBIT "A" LEGAL DESCRIPTION FOR STORM DRAINAGE TRACT'A' A PUBLIC STORM DRAINAGE TRACT THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ATA MONUMENT IN CASE ATTHE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEET TO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66'18'00" WEST ALONG SAID MARGIN, 381.87 FEETTO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 23.18 FEET THROUGH A CENTRAL ANGLE OF 53°07148" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE ARC OF SAID CURVE 16.09 FEET THROUGH A CENTRAL ANGLE OF 36°52'12"; THENCE SOUTH 23'42'00" EAST 13.03 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 22.03 FEET THROUGH A CENTRAL ANGLE OF 07°15'19"; THENCE SOUTH 66°18'00" WEST 129.99 FEET; THENCE NORTH 23'42'00" WEST 50.00 FEET TO A LINE PARALLEL WITH AND 10.00 FEET SOUTHERLY OF SAID SOUTHERLY RIGHT OF WAY MARGIN; THENCE NORTH 66'18'00" EAST ALONG SAID PARALLELL LINE 126.38 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 6,535 SQUARE FEET OR 0.15 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) S0UNDVIEW MANOR 2 C,,ES,Ivw,wc. TRACT 'A' ST R:d CII1IL ENGINEERING X SURREY/NG A PORTION OF NE 1/4 OF THE SW 1/4 OF 21 310 — 29TH ST. NE, SUITE 101 Bus: (253) 848-4282 CISECTIONTY OF FEDERAL A N, RGE 3 E, W.M. ERAALL WAY, KING COUNTY, WA 2 IPUYALLUP, WA 98372 Pax: (253) 848-4278 , fc-loo' 10, T PUBLIC STORM DRAINAGE TRACT EXHIBIT B MIC, NE COR., S88'23'05"E NE 1/4, SW 1/4 - NORTH LINE SW 1/4 �501'16'53"W I fir'. 51.87'bi I v' U) i¢ w \ C, Ul 1 `I P.O.B. \ ' 1.`2 it 26' � 26 I I I I I I I I fjl I I I r � 1 ! r II CURVE TABLE CURVE I LENGTH RADIUS DELTA Cl 23.18' 25.00' 53'07'48" C2 16.09' 25.00' 36'52'12" C3 22.03' 174.00' 7'15'19" LINE TABLE LINE LENGTH BEARING L1 13.03' S23'42'00"E L2 129.99' S66'18'00"W L3 50.00' N23'42'00"W L4 126.38' N66'18'00"E r / 1 1 1 I , a r r I � t + I ,r 26 26 T. f t ...........OV FA �� / � ❑%yam 'G�� / 3 I I I I \� ,• 48745 PROJECT # 05170 P,\05170.2\dwg\05170-SV-TRACT A-EXHIBIT.dwg 1/15/2016 11,38,12 AM PST Department of RevenUe Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is yottr receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) I J lC'heck box if nartial sale. indicate % said. List percenia a of ownersh ip ac uired next to each name. Name High Country Soundview Manor. LLC FM Name ab a F" MailingAddress 3535 Factoria Blvd SE Ste 500 z Mailing Address 33325 8th Ave S con City/State/Zip Bellevue, WA 98006 xt City/State/Zip ID Phone No (including area code) (425) 278-9030 Phone No. (including area code) 253 List all real and personal property tax Ixrrcel account Send all property tax correspondence to: ❑ Same as Buyer/Grantee numbers — check box if personal property Name .I I r 1121039060 Mailing Address 3535 Factoria Blvd SE Ste City/State/Zip Bellevue WA 98006 17-1 Phone No. (including area code)(425) 278-9030 17-1 Street address of property: 4200 block of Dash Point Road This property is located in Federal Way List assessed value(s) Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) POROFN1/2OFNE1/4OFSW1/4OFS11,T21,R03E,LYSOFSR509&LYEOFHOYTRDLESS W600FT Select Land Use Code(s): 145 - Highway and street right or way J enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral under ❑ ✓❑ chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ ❑✓ Is this property classified as current use (open space, farm and ❑ 0 agricultural, or timber) land per chapter 84.34? Is this property receiving special valuation as historical property ❑ ❑✓ per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-61 A-205(4) Reason for exemption Dedication of property for storm water facility Type of Document statutorywarranty deed gh7)-m EXHIBIT "A" LEGAL DESCRIPTION FOR STORM DRAINAGE TRACT'A' A PUBLIC STORM DRAINAGE TRACT THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT MONUMENT IN CASE AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEET TO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66°18'00" WEST ALONG SAID MARGIN, 381.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 23.18 FEET THROUGH A CENTRAL ANGLE OF 53°07'48" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE ARC OF SAID CURVE 16.09 FEET THROUGH A CENTRAL ANGLE OF 36°52'12"; THENCE SOUTH 23°42'00" EAST 13.03 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 22.03 FEET THROUGH A CENTRAL ANGLE OF 07'15'19"; THENCE SOUTH 66'18'00" WEST 129.99 FEET; THENCE NORTH 23'42'00" WEST 50.00 FEET TO A LINE PARALLEL WITH AND 10.00 FEET SOUTHERLY OF SAID SOUTHERLY RIGHT OF WAY MARGIN; THENCE NORTH 66°18'00" EAST ALONG SAID PARALLELL LINE 126.38 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 6,535 SQUARE FEET OR 0.15 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) Return Address: CONFORMED SPY City of Federal Way Attn: Ann Dower, Public Works aes 8`� South F201711130OI ZOU Fedderal Wayy,, W WA 98003-6325 WARRANTY DEED Rea: $77.00 ^��RICA�}y' 111131201710:54AM .-.-„ KING COUNTY, WA STATUTORY WARRANTY DEED Right -of -Way Grantor (s): HIGH COUNTRY SOUNDVIEW MANOR, LLC, a Washington limited liability company Grantee (s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Parcel A: N 132 Ft of SE % of NE % of SW '/ Parcel B: A Por of N %2 of NE '/ of SW % LY S of SR 509 & LY E pf Hoyt Rd Less W 600 Ft Additional Legal on Exhibit A and Depicted on Exhibit B Assessor's Tax Parcel ID#(s): 112103-9060 THE GRANTOR(S) HIGH COUNTRY SOUNDVIEW MANOR, LLC, for and in consideration of the City of Federal Way's approval of a land subdivision No. 15-104753-00-SU, for construction of a 21-lot subdivision and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of their right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, situated in King County in the State of Washington. DATED THIS day of #U . 20_l% [signature page follows] CONFORMED COPY E2900297 Said documents were filed of record as an accomodation only. It has not been examf:led as to Proper execution or as to its e'Lett upon title EXCISE TAX AFFIDAVITS 1111312017 10:5.; AM K$NG COUNTY, WA Tax Amount:$10.00 -1- GRANTOR: HIGH COUNTRY SOUNDVIEW MANOR, LLC By: iCap Pacific NW Management, LLC By: 7 hristensen Manager STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Jim Christensen, to me known to be a Manager of iCap Pacific NW Management. LLC, that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of High Country Soundview Manor, LLC a limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of _ _ ` 20_L2 fi� /,� (n tary s atur )j A/C Q` r�S (typed/printed name of notary) O Usk-� ■•��q �� �-3 ,tom C7 = �OF W 1:\csdc\docs\save\7554674091.doc \\cMlel \applications\csdc\docs\save\7554674091.doc g:\lawforms\deeddev.doc 01115 Notary Public in and for the State of Washin on. My commission expires f o7 3 C 4 -2- EXHIBIT "A" LEGAL DESCRIPTION FOR RIGHT OF WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT IN CASE ATTHE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01'16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEETTO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66°18'00" WEST ALONG SAID MARGIN, 279.87 FEETTO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANTAND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90°00'00"; THENCE SOUTH 23°42'00" EAST 13.03 FEETTO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 213.95 FEETTHROUGH A CENTRALANGLE OF 54'14'26"; THENCE SOUTH 30°32'26" WEST 29.54 FEETTO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 87.98 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE SOUTH 01°34'14" WEST 32.46 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 88°25'46' EAST, 25.00 FEET DISTANT, THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49*10,04" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS SOUTH 42°24'10" WEST 53.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 257.47 FEET THROUGH A CENTRAL ANGLE OF 278*20,08" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS NORTH 39'15'42" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49'10'04"; THENCE NORTH 01"34'14" EAST 32.46 FEETTO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 114.27 FEETTHROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE NORTH 30`32'26" EAST 29.54 FEETTO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 174.00 FEET, THENCE ALONG THE ARC OF SAID CURVE 164.72 FEETTHROUGH A CENTRAL ANGLE OF 54'14'26"; THENCE NORTH 23'42'00" WEST 13.03 FEETTO BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 66'18'00" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90'00'00" TO SAID SOUTHERLY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE NORTH 66'18'00" EAST ALONG SAID MARGIN, 102.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 29,870 SQUARE FEET OR 0.69 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) SOUNDVIEW MANOR C.E.S.AITV NC, RIGHT OF WAY DEDICATION 2 C/{l/L ENGJNEE/i'ING c� SUR!/EY/NG A PORTION OF NE 1/4 OF THE SW 1/4 OF SECTION 11 TWN 21 N, RGE 3 E, W.M. 310 — 29TH Sr. NE, SIM 101 Bus: (253) 848-4282 CITY OF FEDERAL WAY, KING COUNTY, WA 2 PUYALLUP, WA 98372 Fax: (253) 848-4278 EXHIBIT B MIC, NE COR., S88'23'05"E NE 1/4, SW 1/4 NORTH LINE SW-1/4— ~S01'16'53"W ~ 51.87' bb LU 1-100' �� / �'cn e LU ID n�� T.P.O.B. i 01 � I N U U lI 1 g OA/ V Q a � v ' U 26 126' J CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 39.27' 25.00' 90'00'00" C2 213.95' 226.00' 54'14'26" C3 87.98' 174.00' 28*58'12" C4 21.45' 1 25.00' 49-10'04" C5 257,47' 53.00' 278'20'08" C6 21.45' 25.00' 49"0'04" C7 114.27' 226.00' 28*58'12" C8 164.72' 174.00' 54'14'26" C9 1 39.27' 25.00' 90'00'00" LINE TABLE LINE LENGTH BEARING L1 13.03' S23'42'00"E L2 29.54' S30'32'26"W L3 32.46' S01'34'14"W L4 32.46' N01 "34'14"E L5 29.54' N30'32'26"E L6 13.03' N23'42'00"W L7 102.00' N66'18'00"E -(R)S88'25'46"E (R)S42'24'10"W 53.00' C5 PROJECT # 05170 P-\05170.2\dwg\05170-SV-ROAD EXHIBIT,dwg 1/15/2016 9,55-09 AM PST 'r Department of T'A Revenue Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW —CHAPTER 458-61A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) OCheck box if partial sale indicate % sold. List erceata a of nwnershi ac uired next to each name Name High C untry Soundview Manor LLC Name Cit of Federal Wa F Mailing Addn:ss 33325 8th Ave S a Mailing Address 3535 Factor Blvd SE Ste 500 z City/State/Zip Bellevue WA 98006 uo City/State/ZipFeder Phone No. (including area code) 42 Phone No. (including area code) �2 List all real and personal property tax parcel account List assessed value(s) Send all property tax correspondence to: ❑ Same as Buyer/Grantee numbers — check box if personal property Name 1121039060 Mailing Address 3535 Factori Blvd SE Ste 500 City/State/Zip Bellevue WA 98006 Phone No. (including area code) (425) 278-9030 © Street address of property: 4200 block of Dash Point Road This property is located in Federal Way 0 Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) POR OF N 1/2 OF NE 1/4 OF SW 1/4 OF S 11, T 21, R 03 E, LY S OF SR 509 & LY E OF HOYT RD LESS W 600 FT Select Land Use Codes : 45 -Highway and street right of way enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral under ❑ 0 chapters 84.36, 84.37, or 94,38 RCW (noupnatit organisation. senior citicen, or disabled person, homeowner with limited' icome)? 0 YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ 0 Is this property classified as crurent use (open space, farm and ❑ agricultural, or timber) land per chapter 84.34? Is this property receiving special valuation as historical property ❑ per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) 458-6"A-205(4) Reason for exemption Dedication of property for right-of-way Type of Document statuto warrant deed EXHIBIT "A" LEGAL DESCRIPTION FOR RIGHT OF WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OFTI IE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT MONUMENT IN CASE AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEET TO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66°18'00" WEST ALONG SAID MARGIN, 279.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET TH ROUGH A CENTRAL ANGLE OF 90°00'00"; THENCE SOUTH 23°42'00" EAST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 213.95 FEET THROUGH A CENTRAL ANGLE OF 54°14'26"; THENCE SOUTH 30°32'26" WEST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 87.98 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE SOUTH 01°34'14" WEST 32.46 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 88025'46' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49°10'04" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS SOUTH 42°24'10" WEST 53.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 257.47 FEET THROUGH A CENTRAL ANGLE OF 278°20'08" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS NORTH 39°15'42" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49°10'04"; THENCE NORTH 01°34'14" EAST 32.46 FEETTO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 114.27 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE NORTH 30°32'26" EAST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 174.00 FEET, THENCE ALONG THE ARC OF SAID CURVE 164.72 FEET THROUGH A CENTRAL ANGLE OF 54°14'26"; THENCE NORTH 23°42'0W WEST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 66°18'00" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" TO SAID SOUTHERLY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE NORTH 66°18'00" EAST ALONG SAID MARGIN, 3.02.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 29,870 SQUARE FEET OR 0.69 ACRES, MORE OR LESS P:\05170.2\survey\LEGALS (1) MANAGER RESIGNATION AGREEMENT THIS MANAGER RESIGNATION AGREEMENT (the "Agreement"), dated as of September _Le' 2016, is made by and between High Country Soundview Manor, LLC ("Company"), iCap Pacific NW Management, LLC ("iCap Management"), iCap Pacific Northwest Opportunity and Income Fund, I.LC ("iCap"), High Country Homesl, Inc. ("HCH ). RECITALS A. The parties previously executed the Limited Liability Company Agreement of the Company dated June 20, 2014 (the "LLC Agreement"). Terms not otherwise defined herein shall have the meaning given to them in the LLC Agreement. B. HCH is the Class B Member and iCap is the Class A Member of the Company. The LLC Agreement specifies that both HCH and iCap Management are the Managers of the Company. HCH is also the Developer of the project on the Property pursuant to the Management Services Agreement dated June 20, 2014 (the "Management Services Agreement"). C. The Project is substantially behind schedule, and the parties have agreed that iCap Management will take over the management of the Company in order to secure additional financing and complete the development, marketing, and sale of the Property. In consideration of the mutual covenants, terms and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: I . Resi nation of FICH. HCH hereby resigns as a Manager of the Company. As of the Effective Date, iCap Management shall be the sole Manager of the Company with full power to manage the business and affairs of the Company as Manager in accordance with the LLC Agreement. 2. Registered Ate. Promptly following the execution of this Agreement, iCap Management will cause the Company's registered agent to be changed to iCap with the Washington Secretary of State. 3. Tax Matters Partner. As of the date of this Agreement, the Tax Matters Partner under Section 8.6 of the LLC Agreement shall be iCap. 4. Termination ofServiees under Development Agreement. As of the Effective Date, HCH shall no longer perform any Services as defined under the Management Services Agreement, and shall not be entitled to receive any further fees or compensation set forth in Section 2.1(b) of the Management Services Agreement. Manager Resignation Agreement 1 9/6/16 5. Distributions. Any future Distributions of Available Cash from Sales and Refinancings shall be made in accordance with Section 5.2(b) of the LLC Agreement. iCap waives its Put Option under Section 9.5 of the LLC Agreement. 6. Cooperation. HCH will cooperate in the transition of the project to iCap Management or third parties designated by iCap Management as set forth in Section 3.3(e) of the Management Services Agreement. HCH agree to provide iCap Management with copies of plans, permits, agreements, and other documents relating to the Project as requested by iCap Management. 7. Confidentiality. The terms and conditions of this Agreement are confidential between the parties and shall not be disclosed to third parties except as shall be necessary to effectuate its terms, where agreed to in writing by the parties, where necessary to share such information with the parties' accountants or attorneys, where disclosure to a governmental entity is required, or where disclosure is ordered by a court of competent jurisdiction. iCap and iCap Management may disclose to third parties, including contractors, consultants, financial institutions, and the Company's tender(s), that it is the sole Manager of the Company as of the Effective Date. 8. No Admission of Liability. Nothing in this Agreement shall be construed as an admission of wrongdoing or liability by any of the Parties. 9. Further Assurances. HCH agrees to execute any and all documents and instruments and to perform such other acts as may be reasonably necessary or expedient to further the purposes of tlus Agreement. 10. Entire Agreement. This Agreement constitutes the sole and entire agreement of the parties to this Agreement with respect to the subject matter contained herein and supersedes all prior and contemporaneous understandings, representations and warranties and agreements, both written and oral, with respect to such subject matter. 11. Attomeys' Fees. If either party hereto brings any action or suit against the other party hereto by reason of any breach of any covenant, condition, agreement or provision of this Agreement on the part of the other party, the prevailing party shall be entitled to recover from the other party all costs and expenses of the action or suit, including reasonable attorneys' fees, charges and costs, in addition to any other relief to which it may be entitled. 12_ Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective successors and permitted assigns. 13, Amendment and Modification, Waiver. This Agreement may only be amended, modified or supplemented by an agreement in writing signed by each party hereto. No waiver by any party of any of the provisions hereof shall be effective unless explicitly set forth in writing and signed by the party so waiving. Except as otherwise set forth in this Agreement, no failure to exercise, or delay in exercising, any rights, remedy, power or privilege arising from this Agreement Mana;cr Resignation Agreement 2 9/6/16 '% 1 shall operate or be construed as a waiver thereof, nor shall any single or partial exercise of any right, remedy, power or privilege hereunder preclude any other or further exercise thereof or the exercise of any other right, remedy, power or privilege. 14. Governing Law. This Agreement shall be governed by and construed in accordance with the internal laws of the State of Washington without giving effect to any choice or conflict of law provision or rule (whether of the State of Washington or any other jurisdiction) that would cause the application of laws of any jurisdiction other than those of the State of Washington. 15. Counter arts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which together shall be deemed to be one and the same agreement. A signed copy of this Agreement delivered by facsimile, e-mail or other means of electronic transmission shall be deemed to have the same legal effect as delivery of an original signed copy of this Agreement. Mwiager Resignation Agreement [signature page follows] 9i6i 16 The parties hereto have executed this Agreement as of the date first above written. HIGH COUNTRY SOUNDVIEW MANOR, LLC By: iCap Pacific NW Management, LLC Its: Manager - A< By: Chris - bristensen Its: Manager ICAP PACIFIC NW MANAGEMENT, LLC By: Chris lris[erzsen Its: Manll"'er ICAP PACIFIC NORTHWEST OPPORTUNITY AND INCOME FUND, LLC By: iCap Pacific NW Management, LLC Its: Manager By: Christer ristensen Its: Mana HIGH COUNTRY HOMES1, INC. By: Its: _ �Yt [ , /_4 n Manager Resignation Agreement 4 9/6/16 OPERATING AGREEMENT FOR ICAP PACIFIC NW MANAGEMENT, LLC The undersigned, currently the sole Member of iCap Pacific NW Management, LLC does hereby enter into this contract and operating agreement for the operation of the above named limited liability company, hereinafter referred to as the "Company" or "Entity." I Intent of the Parties It is the specific intent of the parties to this operating agreement to form a limited liability company under state law that is to be treated (for federal income tax purposes only) as a disregarded entity until additional Members, if any, gain membership and then the entity is to be classified as a partnership for federal income tax purposes. II Office The principal office of the Company is located at 10900 NE Bch Street, Suite 1000, Bellevue, WA 98004. The Company may have such other offices, either within or without the state as the Members may designate, or as the business of the Company may require. The registered office of the Company is required by the Act to be maintained in the state of Washington. III Purposes This limited liability company is organized to conduct any lawful business permitted under RCW 25.15.030 or its successor. IV Duration of the Company The Company was formed when the Certificate of Formation was executed and filed with the office of the Secretary of State in accordance with and pursuant to the Act. The Company will continue perpetually from the date of its formation unless sooner terminated upon the happening of any of the following events: (a) the sale of all or substantially all of the Company's assets; (b) the affirmative vote of a two-thirds (2/3) of the Members; or (c) termination required by operation of law. V Allocation of Profits and Losses If and when there is more than one Member, the Members shall determine the income tax allocations of profits, losses, and other items at least thirty (30) days before the filing of the Company's federal income tax return. When there is only one Member the entity does not have standing for federal partnership tax treatment but rather, is treated as a disregarded entity. Therefore, the sole Member reports the profits and losses for federal income tax purposes on the Member's personal income tax form (e.g. IRS Form 1040, Schedule C or E). VI Capital Contributions The Member(s) agree to share in all post formation capital contributions, profits, and surplus of the Company according to the percentage of their beneficial interest. New Members are required to make a capital contribution as a condition of becoming a Member. Conditions of membership are to be determined on a case by case basis by the existing Members. Each Member owns an undivided beneficial interest in the business and Company based on their capital accounts. VII Additional Capital Contributions When, if ever, there is more than one Member, then the Members may contribute in proportionate amounts, any additional capital deemed necessary for the operation of the Company upon request of the Manager, provided, however, that in the event any Member deems it advisable to refuse or fails to contribute his/her/its share of any or all of such additional capital, then the other Members or any one of them may contribute the additional capital not paid in by such refusing Member and shall receive therefor an increase in the proportionate share of the Member's interest or interests in the entire Company in direct proportion to the said additional capital contributed. Unless otherwise agreed, the right to make up additional capital contributions of a refusing Member shall be available in the same order as the right to purchase in the case of withdrawal or death of a Member, as set forth in paragraphs XVIII and XIX. VIII Division of Profits and Losses If and when there is more than one Member, then each of the new Members shall own a profits interest in the Company as set forth in paragraph VI, entitled "Capital Contributions," except as the same may hereafter vary or change as provided in paragraph VII, entitled "Additional Capital Contributions," and except as otherwise permitted in writing by Altius Development, Inc. When there is more than one Member, all profits of the Company enterprise shall be shared by each of said Members according to their respective percentage of capital interest. A separate capital account shall be maintained for each Member. No Member shall make any withdrawals from capital without prior approval of the Company Manager. If the capital account of the Member becomes impaired, his/her/its share of subsequent Company profits shall be first credited to his/her/its capital account until that account has been restored. FA IX Rights and Duties of the Parties This entity is to be Manager managed. The Company Managers shall be Chris Christensen and Jim Christensen. Each Manager shall have full power and authority to perform all acts on behalf of the Company necessary for the conduct of the Company's business without prior approval from the other Manager. X Costs, Expenses, and Loans Except as herein provided, no Member shall be compensated for services performed in carrying out the operations of the Company. No salaries or individual compensation shall be payable for normal management activities without the consent of the Company. The Company may employ non -Members at a designated salary. Members may serve in other capacities with or without compensation. XI Members Duties and Restrictions If and when there is more than one Member, then no Member, without the consent of a majority interest of the Members, may endorse any note, act as an accommodation party, or otherwise become surety for any person in any transaction involving this Company. If there is more than one Member, then no Member shall borrow or lend money, or make, deliver or accept any commercial paper, or execute any mortgage, security agreement, bond, or lease, or purchase or contract to purchase, or sell or contract to sell any property for or of the Company without consent of the majority interest of Members. If there is more than one Member, no Member shall mortgage or grant a security interest in its share of the membership interest or do any act detrimental to the best interest of the Company or which would make it impossible to carry on the ordinary purpose of the Company. If there is more than one Member then no Member has authority to act for the Company absent clear written authority. XII Indemnification The Company may indemnify any Member, managing Member, Manager, officer, employee or agent against expenses (including attorney's fees), judgments, fines and amounts paid in settlement actually and reasonably incurred by him/her/it, in connection with any action, suit or proceeding, if the Member(s) determine that he/shelit acted in good faith in a manner that he/she/it reasonably believed to be in the best interest of the Company. The termination of any action, suit, or proceeding by judgment, order, settlement, conviction, or on a plea of nolo contendere or its equivalent, will not in itself create a presumption that the person did or did not act in good faith and in a manner which helshelit reasonably believed to be in the best interest of the Company and, with respect to any criminal action or proceeding, had reasonable cause to believe that his/her/its conduct was unlawful. XIII Banking All funds of the Company shall be deposited in its name in such checking account or accounts as shall be designated by the Manager. All withdrawals therefrom are to be made upon written bank instruments, which must be signed by an authorized Member. XIV Books The Company books shall be maintained at the Company offices, to be retained by the Entity, and each Member shall have access thereto. The books shall be kept on a calendar year basis, and shall be closed and balanced at the end of each tax year. Each party to this operating agreement hereby covenants and agrees to cause all known business transactions pertaining to the purpose of the Company, to be entered properly and completely into said books. The Company is to furnish copies of annual financial statements to the Members and prepare annual tax returns, if required, in a timely manner. XV Insurance During the course of the term for which this Company is _formed, the Company may carry liability insurance in such amounts as are deemed appropriate by the Member(s). XVI Voluntary Terminations If the Company is dissolved, the Members shall proceed with reasonable promptness to liquidate the Company. The assets of the Company shall be distributed in the following order: A. To pay or provide for the payment of all Company liabilities to creditors other than Members, and liquidating expenses and obligations; B. To pay debts owing to Members other than for capital and profits; C. To pay debts owing to Members in respect to capital; and D. To pay debts owing to Members in respect to profits. XVII Withdrawal of Member by Sale A. If there is more than one Member, then any Member desiring to sell his/her/its share and interest in the Company shall give the right of first refusal to purchase said share and interest to the remaining Members at the same price as that being offered by a bona fide buyer. 4 Each Member electing to purchase has the right to purchase that percentage of the share being sold obtained by dividing his/her/its respective percentage of the Company by the total percentage of all Members electing to purchase. B. When there is more than one Member the unanimous consent of all Members is required for a Member to sell his/her/its share to a non -Member or for an assignee of a Member to become a Member. XV1I1 Death of a Member If there is only one Member and that Member dies, the Member's heirs shall petition a court of competent jurisdiction to appoint a conservator to wind up the Entity. In the event of the death of a Member when there is more than one Member, then the deceased's heir or heirs shall be entitled only to succeed to the economic share and interest of the deceased Member, but shall have no voting rights in Company decisions. The Company may, upon unanimous consent of the remaining Members, as soon as practicable, provide a document by which the remaining Members personally affirm and accept all the terms, conditions and provisions of this operating agreement binding themselves to continue the same business in writing. XIX Distributions Prior to dissolution, as income is received by the Company, its accounts determined and tax returns filed, the Members shall determine funds available for distribution. Upon liquidation, a reasonable reserve as reasonably determined shall be established to cover contingent liabilities, if any. Liquidation of the Company need not be delayed provided that such amounts are properly escrowed and arrangement made for performance of such services as may be required in the interest of the Company. Escrows, reserves or liquidating accounts may be established as escrows or otherwise, which activity need not unduly delay the termination of the Company for all other purposes. XX Amendment of Operating Agreement When there is more than one Member, then this operating agreement may be altered, amended or repealed and a new operating agreement may be adopted only by a majority vote of the Members at any annual, regular or special meeting of the Members or by unanimous written resolution. XXI Violation of this Operating Agreement If there is more than one Member, then any Member who violates any term, condition, or provision of this operating agreement shall keep and save harmless the Company's property and shall also indemnify the other Members from any and all claims, demands, and actions of every kind and nature whatsoever which may arise out of or by reason of such violation of any terms and conditions of this operating agreement. XXII Capital Accounts -Income and Credits of Members When there is more than one Member, the Company shall maintain for each Member a capital account which reflects that Member's separate distributive share, whether or not distributed, of each class or item of the Company income, gain, loss, deduction, or credit described in the IRS sections 702 and 704. If it is determined that a Member's allocation of income, gain, loss, deduction, or credit does not have substantial economic effect then his/her/its distributive share of such income, gain, loss, deduction, or credit shall be determined in accordance with his/her/its interest in the Entity. Any special allocations of income, gain, loss, or deduction for each Member are to be specified in an exhibit to this Agreement. Upon liquidation, each Member must restore any deficits in his/her/its capital account. XXIII Lack of Authority If there is more than one Member, then no Member has the authority or power to act for or on behalf of the Company, to do any act that would be binding on the Company, or to incur any expenditure that has not been approved by a majority interest of the Members or such greater interest required by the LLC agreement, the Certificate of Formation or applicable law. XXIV Miscellaneous A. Counterparts. This LLC agreement may be executed in counterparts, all of which shall be deemed to be one and the same instrument, and it shall be sufficient for each party to have executed at least one, but not necessarily the same, counterpart. B. Governing Law. Successors, Severability. This Agreement shall be governed by the laws of the State of Washington as such laws are applied by Washington courts to agreements entered into and to be performed in Washington by and between residents of Washington, and shall, subject to the restrictions on transferability set forth herein, bind and inure to the benefit of the heirs, personal representatives, successors and permitted assigns of the parties hereto. If any provision of this Agreement shall be held to be invalid, the remainder of this Agreement shall not be affected thereby. C. No Waiver. The failure of any Member to seek redress for violation, or to insist on strict performance, of any covenant or condition of this Agreement shall not prevent a subsequent act which would have constituted a violation from having the effect of an original violation. D. Other Business Ventures. Any Member or any shareholder, director, Member, employee, Affiliate or other Person holding a legal or beneficial interest in any entity which is a rel Member or Manager, may engage in or possess an interest in other business ventures (including ventures in competition with the Company) of every nature and description, independently or with others. IN WITNESS WHEREOF, the parties have hereunto set their hands effective this & day of September, 2013. MEMBER: ALTIUS DEVELOPMENT, INC. A6 By: Chri hristensen Its: Pres' ent MANAGERS: Chris C istensen 7 AUTHORIZING RESOLUTION OF ICAP PACIFIC NW MANAGEMENT, LLC The undersigned, being the sole owner and manager of iCap Pacific NW Management, LLC, a Washington limited liability company ("Company"), does hereby authorize Jim Christensen to do the following: Serve as Manager of the Company, and execute any and all documents on behalf of the Company with the title of Manager or Chief Operating Officer ("COO"). This Resolution shall be retroactive and act as a ratification of the performance of all said acts and the execution of all said documents, if any, that may have been performed or executed before the date of execution of this Resolution. These Resolutions shall include all amendments, extensions, renewals, supplements and other modifications, from time to time, to the transaction and transaction documents entered into between the Company and any escrow company, title company, or lender in connection with the foregoing resolutions. IN WITNESS WHEREOF, I have signed this Resolution as of June 19, 2014. Sole Member/Manager Chris Christensen AUTHORIZING RESOLUTION-iCap Pacific NW Management, LLC PAGE I First American Title Insurance Company 818 Stewart Street, Suite 800 Seattle, WA 98101 November 22, 2017 Connie Crothers iCap Equity LLC 3535 Factoria Boulevard SE, Suite 500 Bellevue, WA 98006 Phone:(425)372-7114 Fax: (425)214-4776 Title Officer: Phone: Fax No.. E-Mail: Order Number: Escrow Number: Buyer: Owner: Property: Pat Fullerton (206)615-3055 (866)904-2177 pfuleerton@firstam.com 2933731 2933731 Vacant Land Federal Way, Washington 98023 Attached please find the following item(s): Guarantee RESUBMITTED DEC 18 2017 CrrY OF FEDERAL WAY COMMUNITY DEVELOPMENT Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First. Form 5003353 (7-1-14) Page 1 of 10 (Guarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75) Washington First American Guarantee Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-2933731 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES iCap Equity LLC the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Tile Insurance Company Aj� 141. •r'c Dannis J Gdmort Prsident ;" &l Jeffrey S_ Robinson Q;eCretary This jacket was created electronically and constitutes an original document Form 5003353 (7-1-14) ;Page 2 of 10 Number: 2933731 CLTA #14 Subdivision Guarantee (4-10- 1. 2. 1. 2. 3. SCHEDULE (--)XCLUSIONS FROM COVERAGE OF THIS l -�RANTEE Except to the extent that specific assurances are provided in (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: expressly described in the description set forth in Schedule (A), (a) Defects, liens, encumbrances, adverse claims or other (C) or in Part 2 of this Guarantee, or title to streets, roads, matters against the title, whether or not shown by the avenues, lanes, ways or waterways to which such land abuts, public records. or the right to maintain therein vaults, tunnels, ramps or any (b) (1) Taxes or assessments of any taxing authority that structure or improvements; or any rights or easements therein, levies taxes or assessments on real property; or, (2) unless such property, rights or easements are expressly and Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, or not the matters excluded under (1) or (2) are shown whether or not shown by the public records; (1) which are by the records of the taxing authority or by the public created, suffered, assumed or agreed to by one or more of the records. Assureds; (2) which result in no loss to the Assured; or (3) (c) (1) Unpatented mining claims; (2) reservations or which do not result in the invalidity or potential invalidity of exceptions in patents or in Acts authorizing the issuance any judicial or non -judicial proceeding which is within the thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (3) are shown by the public records. (d) The validity, legal effect or priority of any matter shown or Notwithstanding any specific assurances which are provided referred to in this Guarantee. in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: GUARANTEE CONDITIONS AND STIPULATIONS Definition of Terms. 4. Company's Option to Defend or Prosecute Actions; Duty of The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as Assured in this Guarantee, or on a supplemental writing set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, executed by the Company. (b) "land": the land described or referred to in Schedule to institute and prosecute any action or proceeding, interpose (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to does not include any property beyond the lines of the in the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage area described or referred to in Schedule (A)(C) or Part 2, nor any right, title, interest, estate or easement in to the Assured. The Company may take any appropriate action abutting streets, roads, avenues, alleys, lanes, ways or under the terms of this Guarantee, whether or not it shall be waterways. liable hereunder, and shall not thereby concede liability or (c) "mortgage": mortgage, deed of trust, trust deed, or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. other security instrument. (d) "public records": records established under state (b) If the Company elects to exercise its options as stated in statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to property to purchasers for value and without knowledge. object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, (e) "date": the effective date. Notice of Claim to be Given by Assured Claimant. nor will the Company pay any fees, costs or expenses incurred An Assured shall notify the Company promptly in writing in by an Assured in the defense of those causes of action which case knowledge shall come to an Assured hereunder of any allege matters not covered by this Guarantee. claim of title or interest which is adverse to the title to the (c) Whenever the Company shall have brought an action or estate or interest, as stated herein, and which might cause interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation W final loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given determination by a court of competent jurisdictton and to the Company, then all liability of the Company shall expressly reserves the right, in its sole discretion, to appeal terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to notify the Company shall in no case prejudice the rights of any Assured unless the Company shall be prejudiced by the prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right failure and then only to the extent of the prejudice. to so prosecute or provide for the defense of any action or No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this actions or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all proceeding. Form 5003353 (7-1-14) iPage 3 of TO Guarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75)I Washingtoni GUARAN�F CONDITIONS AND STIPULATIONS (Cor'--'ued) 5. 6. reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the Failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may he designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third patties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the Full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosection of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. S. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by Fore 5003353 (7-1-14) Page 4 of 10 uarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75)! Washington GUARAr'�1E CONDITIONS AND STIPULATIONS (Co��ued) 9. 10. 11. any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at First American Title Insurance Company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, California 92707 Claims.N1C a firstam.com Phone: 888-632- 1642 Fax: 877-804-7606 A M F R C .first American Title Farm 5003353 (7-1-14) Page 5 of 10 IGuarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75) Washington First Ame t x Schedule A Subdivision Guarantee') ISSUED BY First American Title Insurance Company GUARANTEE NUMBER j2933731 Order No.: 2933731 Liability: $2,000.00 Fee: $350.00 Tax: $35.35 Name of Assured: iCap Equity LLC Date of Guarantee: November 14, 2017 The assurances referred to on the face page hereof are: Title is vested in: HIGH COUNTRY SOUNDVIEW MANOR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. Forrn 5003353 (7-1-14) Page 6 of 10 Guarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75) Washington 0" .- Orr. Frrst Amerl�� �' 17 Schedule B Subdivision Guarantees ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 2933731 RECORD MATTERS 1. Delinquent General Taxes for the year 2017. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 112103911908 1st Half Amount Billed: $ 914.27 Amount Paid: $ 914.27 Amount Due: $ 0.00, plus interest and penalty Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: Affects: 2nd Half $ 914.26 $ 0.00 $ 914.26, plus interest and penalty $ 131,000.00 $ 0.00 Parcel A 2. Delinquent General Taxes for the year 2017. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 112103906007 1st Half Amount Billed: $ 1,576.57 Amount Paid: $ 1,576.57 Amount Due: $ 0.00, plus interest and penalty Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value Affects: 2nd Half $ 1,576.56 $ 0.00 $ 1,576.56, plus interest and penalty $ 226,000.00 $ 0.00 Parcel B 3. Taxes which may be assessed and extended on any subsequent roll for the tax year 2017, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. 4. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public facilities of Federal Way Water and Sewer as disclosed by instrument recorded under recording no. 8905120210. Form 50033 33 (7-1-14) Page 7 of 10 'Guarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75) Washington 5. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: High County Soundview Manor, LL Washington limited liability company Grantee/Beneficiary: Sabal Capital, LLC, a Delaware limited liability company Trustee: First American Title Insurance Company Amount: $9,137,241.00 Recorded: June 20, 2014 Recording Information: 20140620001486 Modification and/or amendment by instrument: Recorded: March 19, 2015 and August 28, 2017 Recording Information: 20150319001551 and 20170828001402 According to the public records, the beneficial interest under the deed of trust was assigned to California Bank & Trust, a California banking corporation by assignment recorded September 05, 2014 as 20140905000227 of Official Records. 6. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: High Country Soundview Manor, LLC, a Washington limited liability company Grantee/Beneficiary: iCap Pacific Northwest Opportunity and Income Fund, LLC, a Delaware limited liability company Trustee: First American Title Insurance Company Amount: $1,437,650.00 Recorded: June 20, 2014 Recording Information: 20140620001488 Deed of Reconveyance recorded August 17, 2017 as Recording Number 20170817001518. Note: The Company will require satisfactory proof of full payment of the debt secured by said mortgage or deed of trust prior to removing this exception or insuring the contemplated transaction. A document recorded June 20, 2014 as 20140620001489 of Official Records provides that the lien or charge of the deed of trust was subordinated to the lien or charge of the deed of trust recorded June 20, 2014 as 20140620001486 of Official Records . Covenants, Conditions and/or Restrictions contained in the following instrument: Deed Executed by: Weyerhaeuser Timber Company Recorded: August 19, 1952 Recording No.: 3715607 8. Easement, including terms and provisions contained therein: Recording Information: 4499950 For: Ingress and Egress 9. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 7802159005. form 5003353 (7-1-14) Page 8 of 10 Guarantee Number: 2933731 4' CLTA #14 Subdmsfon (3uarantee (4- �n�a�f 10. Easement, including tL and provisions contained therein: Recording Information: 8407240324 In Favor of: Pacific Northwest Bell Telephone Company, a Washington Corporation Form An underground communication lines and above ground telephone 11. Agreement and the terms and conditions thereof: Between: Lakehaven Utility District, King County, a municipal corporation And: Westbrook Investments LLC Recording Information: 20131003001455 12. The terms and provisions contained in the document entitled Assignment of Rights Under Covenants, Conditions and Restrictions, Sales Agreements, permits, and Development Documents" Recorded: June 20, 2014 Recording No.: 20140620001487 13. The terms and provisions contained in the document entitled "License" Recorded: March 18, 2015 Recording No.: 20150318000644 14. Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, family status, or national origin to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes: Recording Information: 20170925000478 15. Provisions of the Articles of Incorporation and By -Laws of the Soundview Manor Homeowners Association, and any tax, fee, assessments or charges as may be levied by said association. Informational Notes, if any Form 5003353 (7-1-14) Page 9 of 10 Guarantee Number: 2933731 CLTA #14 Subdivision Guarantee (4-10-75) Washington `{ Subdivision Guarantee FirstAmerican ISSUED BY First American Title Insurance Company Schedule GUARANTEE NUMBER 2933731 The land in the County of King, State of Washington, described as follows: PARCEL A: THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W. M., IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW DRIVE AND EAST OF F.B. HOYT ROAD; EXCEPT THE WEST 600 FEET THEREOF; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027; EXCEPT THE PORTION CONVEYED TO THE CITY OF FEDERAL WAY FOR RIGHT OF WAY PURPOSES AS RECORDED IN DEED UNDER RECORDING 20171113001250, AND EXCEPT THE PORTION CONVEYED TO THE CITY OF FEDERAL WAY FOR STORM TRACT PURPOSES AS RECORDED IN DEED UNDER RECORDING 20171113001251. dorm 5003353 (7-1-14) Page 10 of 10 uarantee Number: 2933731 CLTA #14 Subdivision Guarantee (410-75) Washington EXHIBIT "A" LEGAL DESCRIPTION FOR STORM DRAINAGE TRACT'A' A PUBLIC STORM DRAINAGE TRACT THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT IN CASE AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEET TO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66'18'00" WEST ALONG SAID MARGIN, 381.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 23.18 FEET THROUGH A CENTRAL ANGLE OF 53*07,48" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE ARC OF SAID CURVE 16.09 FEET THROUGH A CENTRAL ANGLE OF 36'52'12"; THENCE SOUTH 23°42'00" EAST 13.03 FEETTO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 22.03 FEET THROUGH A CENTRAL ANGLE OF 07'15'19"; THENCE SOUTH 66°18'00" WEST 129.99 FEET; THENCE NORTH 23°42'00" WEST 50.00 FEET TO A LINE PARALLEL WITH AND 10.00 FEET SOUTHERLY OF SAID SOUTHERLY RIGHT OF WAY MARGIN; THENCE NORTH 66°18'00" EAST ALONG SAID PARALLELL LINE 126.38 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 6,535 SQUARE FEET OR 0.15 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) CF,S"vw�C, SOUNavIEw MANOR 2 TRACT STORM C1V1L ENGINEERING c& SURVEY/NG A PORTION OF NE 1/4 OF THE SW 1/4 OF SECTION 11 TWN 21 N, RGE 3 E, W.M. 310 — 29TH Sr. NE, SUITE 101 Bus: (253) 848-4282 CITY OF FEDERAL WAY, KING COUNTY, WA 2 PUYALLUP, WA 98372 Fax: (253) 848-4278 TRACT 'A' PUBLIC STORM DRAINAGE TRACT EXHIBIT B MIC, NE COR., S88'23'05"E NE 1/4, SW 1/4 NORTH LINE SW 1 /4 S01'16'53"W , �s 51.87' ! i r v t SN p0 j�G / n v' B �rc co cn Ld 12 26I 26', r I i ! + r r 3 r CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 23.18' 25.00' 53'07'48" C2 16.09' 25.00' 36`52'12" C3 22.03' 174.00' 7`15'1911 LINE TABLE LINE LENGTH BEARING L1 13.03' S23'42'00"E L2 129.99' S66'18'00"W L3 50.00' N23'42'00"W L4 126.38' N66'18'00"E + c ! r ! 26 ! 26 l Y,Ra .8 + I , � i� '• 4$i45 PROJECT # 05170 Pi\05170.2\dwg\05170-SV-TRACT A-EXHIBIT.dwg 1/15/2016 ID38112 AM PST EXHIBIT "A" LEGAL DESCRIPTION FOR RIGHT OF WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, OF THE WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT IN CASE ATTHE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01°16'53" WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 51.87 FEETTO THE SOUTHERLY RIGHT OF WAY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE SOUTH 66°18'00" WEST ALONG SAID MARGIN, 279.87 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 23°42'00' EAST, 25.00 FEET DISTANT AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90°00'00"; THENCE SOUTH 23°42'00" EAST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 213.95 FEET THROUGH A CENTRAL ANGLE OF 54'14'26"; THENCE SOUTH 30°32'26" WEST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 87.98 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE SOUTH 01°34'14" WEST 32.46 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 88°25'46' EAST, 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49*10,04" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS SOUTH 42*24110." WEST 53.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 257.47 FEET THROUGH A CENTRAL ANGLE OF 278°20'08" TO THE BEGINNING OF A REVERSE CURVE FROM WHENCE THE RADIAL CENTER BEARS NORTH 39'15'42" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 21.45 FEET THROUGH A CENTRAL ANGLE OF 49°10'04"; THENCE NORTH 01°34'14" EAST 32.46 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 226.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 114.27 FEET THROUGH A CENTRAL ANGLE OF 28°58'12"; THENCE NORTH 30°32'26" EAST 29.54 FEET TO BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 174.00 FEET; THENCE ALONG THE ARC OF SAID CURVE 164.72 FEET THROUGH A CENTRAL ANGLE OF 54°14'26"; THENCE NORTH 23°42'00" WEST 13.03 FEET TO BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST FROM WHENCE THE RADIAL CENTER BEARS SOUTH 66°18'00" WEST 25.00 FEET DISTANT; THENCE ALONG THE ARC OF SAID CURVE 39.27 FEET THROUGH A CENTRAL ANGLE OF 90°00'00" TO SAID SOUTHERLY MARGIN OF SW DASH POINT ROAD (SR 509); THENCE NORTH 66°18'00" EAST ALONG SAID MARGIN, 102.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 29,870 SQUARE FEET OR 0.69 ACRES, MORE OR LESS. P:\05170.2\survey\LEGALS (1) CF'S'Nw w , SOUNDVIEW MANOR 2 RIGHT OF WAY DEDICATION C1111L ENGINEERING & SURMEYING A PORTION OF NE 1/4 OF THE SW 1/4 OF SECTION 11 TWN 21 N. RGE 3 E, W.M. 310 - 29M Sr. NE, SSE 101 Bus: (253) 848-4282 CITY OF FEDERAL WAY, KING COUNTY, WA 2 PUYALLUP, WA 98372 Fax: (253) 848-4278 EXHIBIT B MIC, NE COR., S88'23'05"E NE 1/4, SW 1/4 / NORTH LINE SW 1/4 �S01*16'53"W , s 51.87' 5661a0� ��g� �/ I can `'�� co z u-.100 r cn 1 0¢0 _�E� / T.P.O.B. o, � I � 00 I i I p� CURVE TABLE CURVE LENGTHI RADIUS DELTA Cl 39.27' 25,00' 90'00'00" C2 213.95' 226.00' 54*14'26" C3 87,98' 174.00' 28'58'12" C4 21.45' 25.00' 49'10'04" C5 257.47' 53,00' 278'20'08" C6 21.45' 1 25.00' 49'10'04" C7 114.27' 226.00' 28*58'12" C8 164.72' 174.00' 54'14'26" C9 39.27' 25.00' 90'0000" LINE TABLE LINE LENGTH BEARING L1 13.03, S23'42'00"E L2 29.54' S30'32'26"W L3 32.46' S01'34'14"W L4 32.46' N01'34'14"E L5 29.54' N30'32'26"E L6 13.03, N23'42'00"W L7 102.00' N66'18'00"E - (R)S88'25'46"E 0 (R)S42.24'10"W 53.00' C5 PROJECT # 05170 P,\05170.2\dwg\05170-SV-R13AD EXHIBIT.dwg 1/15/2016 9,55-09 AM PST Sarady Lon From: Sarady Long Sent: Tuesday, November 10, 2015 1:43 PM To: 'Seabrook Schilt' Cc: Ann Dower; 'Steve Bauman'; 'JaneR@totemelectric.com' Subject: RE: SOUND VIEW MANOR (TOTEM # 4467) The lighting submittal should be completed by this Thursday. Sarady From: Seabrook Schilt [ma iIto :sschilt@cesnwinc.com] Sent: Tuesday, November 10, 2015 10:50 AM To: Sarady Long Cc: Ann Dower; Steve Bauman; JaneR@totemeledric.com Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Hi Sarady, Ann indicated a while back that we needed a response form Transportation on the lighting submittal information for Soundview. We are still in need of an OK confirmation on this so materials can be ordered. Can you please review and Ok these. Thank You Seabrook M. Schilt, PE Principal CES NW INC. 310 29th Street NE, Suite 101 Puyallup, WA 98372 Office (253) 848-4282 Fax (253) 848-4278 Cell (253) 468-7018 From: Steve Bauman fmailto:SteveB _ Iloydenterprisesinc.com] Sent: Tuesday, November 10, 2015 9:09 AM To: Seabrook Schilt <sschiit cesnwinc.com> Cc: JaneR@totemelectric.com Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Seabrook, Any word back from the City of Federal Way on these Soundview lighting submittals? They have had them for close to two months now. Also need to know if state inspection and stamping is required? I don't believe it is but need to verify. Steve Bauman Lloyd Enterprises, Inc. PO Box 3889 Federal Way, WA 98063-3889 Office (253) 874-6692 Fax (253) 838-0103 Email steveb _ Iloydenterprisesinc.com From: Jane Romito[mailto:JaneR(atotemelectric.com] Sent: Tuesday, November 10, 2015 9:01 AM To: Steve Bauman Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Good morning Steve... Is there someone at the City of Federal Way that I may contact to see if there is any progress on these? Also to find out if state inspection and stamping is required? Thanks Jane Romito Purchasing 253-722-2841 / fax 253-272-5214 Janer0 to temele c tric. com ty� r.�cont•�, srvc. From: Jane Romito Sent: Wednesday, October 21, 2015 11:04 AM To: Steve Bauman (SteveB(cbIloydenterprisesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Any approvals yet? Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Janet@totemelectric.com From: Jane Romito Sent: Wednesday, October 07, 2015 1:28 PM To: Steve Bauman (SteveB Ilo denter risesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Hi Steve... Any movement towards approvals yet? Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Janer0lotemelectric.com From: Jane Romito Sent: Wednesday, September 30, 2015 11:23 AM To: Steve Bauman (SteveB@lloydenterprisesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Good morning Steve... Any update on approvals? Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Janeg&_totemelectric. com From: Jane Romito Sent: Wednesday, September 16, 2015 2:37 PM To: Steve Bauman (SteveB Iloydenterprisesinc.com) Cc: Roger Palfenier; Ally Farkas; 'Wade' Subject: SOUND VIEW MANOR (TOTEM # 4467) Good afternoon Steve... Please find attached submittals for above project. Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Jane totemelectric.com 3 - ; Washington State Department of Transportation Request for Approval of Material Contract i'A Number JSR I Date County VIEW MANOR I KING LLOYD ENTERPRISES, INC TOTEM ELECTRIC I This shall be completed prior to submittal-)f this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For �� # assistance /n camp1etin g , see fnst uc6ons and Example j PE I Hdgtr. Bid Rem I Material or i Name and Location of Fabricator, l Specification AWl Apprl No. { Manufacturer's ProductlType Manufacturer or Pit Number Reference Code Code 1 'DAVIT ARM MN 9 29.17 ��FARMINGTON, W10NT [ ' 1 DAVITARM 1FARMINGTON, MN 9-29.17 VALMONT i 1 ANCHOR BASE DAVIT POLE I FARMINGTON, MN 9 08.5(4) VALMONT ANCHOR BASE DAVIT POLE FARMINGTON, MN 9-0B,5 4 SKYLINE ELECTRICAL t SERVICE CABINET SEATTLE, WA 9-29.24 � rM-400W/CUTTOFF OPTICS- ;GE LIGHTING 1 (ROADWAY LIGHTING [T)PE 1 E FLAT ROCK, NC 9-29.10 '-IM-400 WICUTTOFF OPTICS - GE LIGHTING ' 1 ROADWAY LIGHTING EPE 2 E FLAT ROCK, NC 9-29.10 _ I SYLVANIA 1 LUMALUX LAMPS I DANVERS, MA 9-29.10 !rioineer I Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for'Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved 0 Yes 0 No 4. Acceptance Criteria: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT Inspected' or'Fabrication Approved Decar material shall be used. 5. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. i. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 5. Source Approved: ii. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Materials ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication inspection WS 47365 DOT Forth 3SM71 FF Revised 12RDW State Materials Engineer Distrubutlon ❑ General File ❑ Signing Inpsection ❑ Other NORT14 COAST ELECTRIC COMPANY Your Quality Supplia_S wing the Factfic Northwest & Alaska since 1913. 2424 8th Ave. South _ Seattle, WA 98134 (206) 436 4444 FAX (206) 624-3955 TO: TOTEM ELECTRIC TACOMA. WA 99401 We are sending you: ® Attached N Under separate cover via E MAIL. ❑ Shop drawings ❑ Prints 0 Plans ❑ Copy of letter ❑ Change orders ❑ Letter of Trammiftal Date: 9/10115 Job No.: Attention: ROGERPALFENIER,JANEROMITO if A I PO# 4467-7001 j the following items: Samples ❑ Specifications Copies Date No. Description 1 911011.5 VALMONT ALLIMNUM POLE DRAWINGS 1 9110115 GE L1GIi G CAT # MSCL40SOAI2 MC3 GE LiGMING CAT # M5CL10S0A22FMC8/SCC1rPECn 1 9110/15 SKYIJM SERVICE CABINET THESE ARE TRANSMITMD as checked below: 13 For approval ❑ Approved as submitted ❑ Resubmit _ copies for appsovai ❑ For your use ❑ Approved as noted ❑ Submit _ copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return — corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US Linder no cis a i nwL tices will North Coast Electric Cornpany accept back charges on this or any job unless prior and specific written authorization is mveo by North Coast IIectric Company, lfapproved drawings are not returned within four weeks of above date, all prices will be sttl*d to price escaation where applicable. Remarks: Please return two sets of approved submittals. Release not accompanied by a set of submittals marked "Approved as uoted" or "Appro=T will be slipped as subudtted and the contractor will assume all liability for the equipment being complete and correct to meet the speciSca4gus and project reTifi mts. COPY TO: FILE SIGNED: JOHN SANBORN W. I: rr HARN4,AQ' 0 Date: Sep 4, 2015 ERW/HARVCO 505 3RD AVE WEST Seattle WA 98119 Phone, (206) 767-7722 Fax: (206) 762-4518 Job Name FEDERAL WAY SOUND VIEW MANOR ERWH 15-5333 FEDERAL WAY WA Bid Date Aug 27, 2015 Submittal Date Sep 4, 2015 Date: Sep 4, 2015 EprF t;; Project FEDERAL WAY SOUND VIEW MANOR Quote# ERWH15-5333 Location FEDERAL WAY WA To North Coast Elec Tacoma 1301 EAST 26TH STREET Tacoma WA 98421 Contact: Chrysta Coy Transmittal ERW/HARVC4 505 3RD AVE WEST Seattle WA 98119 Phone: (206) 767-7722 From: Mackenzie Crain ATTACHED WE ARE SENDING YOU 1 COPIES OF THE FOLLOWING ITEMS: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ® Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part 1 GE Roadway Division MSCL40SOAl2FMC3 2 GE Roadway Division MSCL10SOA22FMC3/SCCL-PECTL Item Note: W1 SCCL-PECTL - Shorting Cap Page 1/1 FF00009 Inqen Software, Inc. Paqe 1/1 rJ4.18W TUBE LOY) ur-Aft"I 101-O' SPAN x .�� a• WALL. INUM TENON CITY REVIEW - it`Sr'ON CONTRACTORUIRED 4F —Na exceptlona takenRajealdd 0 comirm In Wrhing a Comments 0 (�ssgbmlt o Note MerNi n9 ri Attecl:ed This review is 14Dr 90"era1 r,antorrrtencs with the design e0"T' and ti'nlracl documsAls, ikr0top of c ommCnia .Sirafi not M cotr alruee. as falleVtng Ih■ con hacter"tram the ,ortopli enc6 v, ial fha lwdWI Omni and etlecil}ca:lOns nor dep fwres therarorn. 1 4 C"lizctof wnalna responsibta tar ataIN and aeeufazy t0r r,rrnirrming enu corrafaiing of quanilltea l:nd dtneflslORe, for selecting fabriut" INS+ IK jMhnipea N sa "*iy, and tot parfdaming Ihls work In a safe nwnnar, My of Federal Way 73325 8th AvaS, Fr ::I WwY, WAS,:' . BY vw 1)k3/1s--� - (2) 11116" DIA HOLES LOCATED Q 180' APART & 90' RIGHT OF LOWER HOLES (SEE "CONNECTION DETAIL") (2)11116- DIA HOLES LOCATED (9 180' APART ORIENTATED 0' TO RIGHT OFARM ARM \ 4112' O.D. x 1' x .188" WALL DAVIT ARM RING (WO-T6 ALLOY) POLE TOP WITH TAPERED SLEEVE DETAIL A 'Iv,�IrY S onVt cA Valmont industries, Inc- Structures DiivWon OLD TO: 20805 Eaton Ave Farmington, Minnesota 55024-7932 SHIP TO: Phone: (651) 463-8990 (800) 899-7577 P.O. NO: Fax: (651) 463-33349 REP, "'CONFIDENTIAL"'` 77 The inrhmmeon conmirted In this drnMrg Is privileged and cnrrAdpmlal, and maybe prmettedfrdm diselosra'e. Please be Swarethat any use a dissemination otthis dr&Mrig maybe Subieetto legal rssr"w 0r 88f"W, DA. DAVIT ARM (2)518"I.D.x11/2"C SS FLAT WASHE (2) 518' SS LOCK NL (2) 516" I.D. x 1 VT O.D. SS FLAT WASHERS (2) 518"-11 x 5112" LG. SS HEX HEAD BOLTS SEE 'DETAIL A" 4 M' O.0 O 4 1/2' .D. POL1-1 - CONNECTION DETAIL DO NOT SCALE rY: DAVIARM 6'-6' x 4.5" x 2.4" x 10'S 5'R 3 1 DY 100780WA ALUMINUM ALLOY 100 GRIT SATIN POLISH SOUNDVIEW MANNOR OT13041 414 W CO X co I F 1 6'-O" SPAN 4' i I I 2 318" O.D. x .218" WALL FABRICATED ALUMINUM TENON i SUBMITT,:L REVIEW CITY REVIEW RESPONSE REQUIRED OF CONTRACTOR / Nn 'r^nnlinne Taken VIL AsIacted❑ Confirm In Writing Rota Iaarkln s Atlit'd r Rri " 9 ntst c6mmnd n RP9uhmlt (� This revleN is for general con'ormsnce with the design concept anj contrarl doc.im,ts. Marking or 1 comments shall not by construed as relieving the Contractor from the .:omr' r,nce with lne project plar:s / and speclficailons : departures therefrom. The Contractor remains resprnrc:vie f:.r deralls and accuracy for confirming anti correlating of quantities and dimensions, for selecting fabrication processes, for techniques of assembly, and for performing this work In a safe manner. 1 } City of F data' Way 33325 eth Ave 5, Federal Way, WA 98003 Ir 4112" O.11. x .188" WA L of ALUMINUM TUBE — Date f L (6063-T6 ALLOY) t� 4 112' O.D. I (2)11116" DIA HOLES LOCATED 0 180"APART & 90" RIGHT OF LOWER HOLES (SEE "CONNECTION DETAIL") Ll`(2)11116" DIA HOLES LOCATED Q 180" APART ORIENTATED 0' TO RIGHT OF ARM DAVIT ARM 440O.D.x1"x.18WWALL DAVIT ARM RING (6063-T6 ALLOY) ` ! \ POLE TOP WITH TAPERED SLEEVE (2) 518" I.D. x 1 1/2" O.D. SS FLAT WASHERS (2) 618"-11 SS LOCK NUTS i. 4112" Q.D. RING 4112" O.D. POLE TOP DAVIT ARM 0 (2) 518" I.D. x 1 112" O.D. SS FLAT WASHERS (2) 518"A 1 x 5112" LG. SS HEX HEAD BOLTS SEE "DETAIL A" DETAIL A CONNECTION DETAIL DO NOT SCALE TKPIS ���S DIA��' MATE L, ALY060T ]ylA7FRUILALUMINUMALLOYtV NISH. 100GRITSATIN POLISHr: PROJECT. SOUNDVIEW MANNOR Valmont industries, Ina Structures Diva 20WS Eaton Ave Famimgton. Nnnes 55024-7932 Phone: (651) 463.8990 (800) 899-7577 Fax: (651)463-3349REP; SOLD TO: SHIP TO: P.O. NO: LIGHTJi4G GROUP N4V 09 i0 15 QT13041 -CONFIDENTIAL- The ihfom kn sa 3inad In 6'a dmwfns Is Pftl"cd ar"1 c Hal, • and �Y 6" plvlected rrom tlladmuee. tNease tie awm">t+mary vsa ar dlsmWmdon or adc drvudns may 6n subject to ft ul reorlvil . AGE: 314 REV DATE f REVISION DESCRIPTION BY S'SPAN x 78" RISE SINGLE DAVIT ARM LOCATED 9(r RIGHT OF HANDHO] "!- 3EE"PAG£'3") SUE' RESPONSE REQUIRED OF CIT EVIFw CONTRACTOR j No OWC04 ona tak " Rejected ❑ Confirm In Writing ' ❑ kk Note >dar> to Comments ClResubmit Attached n "-is review IN] for gen , cd 4-i*M 011D.the design concept and contract documents. Marking or fr.o anls 0ti1 nor v n+trved as relieving the Contractor from the compliance with the project Plans and pecl`lcaltinr. nor c lrFrturon therefrom. The Contractor remains responsible for details and accuracy, for ,onflrmmf.anrf cc i aling of quantities and dimensions, for selecting fabrication processes, for tee ilques of assembly a id for performing this work In a safe manner. City ofFederal Way 33325 Sth Ave S, Federal Way, WA Sm By Date—�aa— li w 2 O 2 l'- Z D _ 0 J z w POLE SHAFT FABRICATED g w FROM 6063-T4 ALUMINUM TUBE O (POLE ASSEMBLY IS HEAT a TREATED TO T6 CONDITION on AFTER WELDING) on w y O �4 in N BUTT OF POLE TO BOTTOM OF ANCHOR BASE (4) BOLT SLOTS 12"DIA. MAX. BOLT CIRCLE NOTE: NUT COVERS NOTSHOWN 11" DIA. MIN. BOLT CIRCLE DETAIL B ALUMINUM POLE SHAFT (4) CAST ALUMINUM % BOLT -ON NUT COVERS 8" O.D. x .219" WALL DETAIL A Ir co 4' x 8" REINFORCED ALUMINUM Z HANDHOLE OPENING WITH g 5116"-18 HOLE FOR AGROUND CONNECTOR AND FLUSH N FITTING ALUMINUM DOOR Wi GASKET CAST ALUMINUM ANCHOR BASE �4 (SEE "DETAIL A" &'DETAIL B") FOOTING, REINFORCING _ RM. AND PVC CONDUIT (BY OTHERS) valmontT Valmont Industries. lftc Structures Division 20805 Eaton Ave Fa r;nhx tpn, Minnesota SW24-79V Phone: (651)4 .(800)899.7577 Fax (651 j 4&i IS49 "CANF1DE,;rnAL" TM info iron awalned In 09s dmv**!a P*11aged and cmAdutii4 and may ba pmi� Tram dsdomne._Prpast L& n Vreta Wry M 44".m %vtran or ads OMAV +EY be ro*W to Segal realrrCOM or 9WK110n, DO NOT SCALE [TI£ S ANCHOR BASE DAVIT POLE IODEL NO.. 2aO6AW7T4A IATERLIL: ALUMINUM ALLOY IRISH: 100 GRIT SATIN POLISH ROJECT. SOUNDVIEW MANNOR OLD TO: HIP TO: .O. NO: QT13041 114 1 3112" BASE HEIGHT (4)114'-20 SS HEX HEAD BOLTS (4)1"-8 x 36" LG. ANCHOR BOLTS (BY OTHERS) C*, I r nr. i .111, _ nor Federal Way I U' SPAN x 78' RISE SINGLE I/ DAVIT ARM LOCATED 90' RIGHT OF HANDHOLE (SEE "PAGE 4-) SUBMITTAL REVIEW l JW LG. TENON RESPONSE REQUIRED OF CONTRACTOR bQt]eeted ❑ Conflrm In Wrlting ❑ CnmMMS LJ n Resubmit [onrormanca, -the design concept and contrac'. documents Marking or ..".Iru•r• as relieving the Contractor from trip compFince with the project plans rlures therefrom. The Contractor remains responsible for details and accuracy, Iing of quantities and dimensions, for selecting fabrication process , for performing this work Ina safe manner. 33325 8th Ave S, Federal Way, WA IsW3 Date i0 7 12" POLE SHAFT FABRICATED FROM 6063-T4 ALUMINUM TUBE (POLE ASSEMBLY IS HEAT TREATED TO T6 CONDITION AFTER WELDING) BUTT OF POLE TO BOTTOM OF ANCHOR BASE (4) BOLT SLOTS 17 DIA. NIAX_ BOLT CIRCLE NOTE: NUT COVERS 1 NOT SHOWN 11" DIA. MIN. BOLT CIRCLE DETAIL B ALUMINUM POLE SHAFT (4) CAST ALUMINUM BOLT -ON NUT COVERS 3117 BASE HEIGHT 1 (4)1W-20 SS HEXHEAD BOLTS (4)1 "-8 x 36" LG. ANCHOR DETAIL A BOLTS (BY OTHERS) �r r1" O.D. x 219" WALL rn z 4" x REINFORCED ALUMINUM HANDHpLE OPENING WITH '/!y0, a ■ 'V� so kG C 4 1,' � r a 5/16"-18 HOLE FOR A GROUND C CONNECTOR AND FLUSH FITTING ALUMINUM DOOR W1 GASKET -CAST ALUMINUM ANCHOR BASE iP (SEE "DETAIL. A" & "DETAIL B") FOOTING, REINFORCING r ROD, AND PVC CONDUIT (BY OTHERS) S aaC NIlmo n-tv MA Valmont Industries, Ina Stnrctures Oivispst' 20805 Eaton Ave Farmington, Minnesota 35624-7932 PR g0 S" Phone: (551) 463-8990 (NO) 899-7577 P.0 Fax: (651) 4633349 RE '"CONFIDENTIAL*` The inrormason contained In ft dr ng is WMeged and wrrfidw+tial, and may be protected from disclosure, Please be dW e1h artyuses dissemination OF Ogg draWrg may be sub}ecttd legal resufrr7i00 wsanctiWL RE 00 NOT SCALE ANCHOR BASE DAVIT POLE 3 EL NO_ 2WO45807T4A MUAI- ALUMINUM ALLOY rH: 100 GRIT SATIN POLISH JECT: SOUNDVIEW MANNOR Dr TO: TO: NO: LIGHTING GROUP NW KPS PR ay: 09 1�15 QT13041 • - AGE: _ 2/4 DATE REVISION DESCRIPTION JBYJ TYPE ES-2EU SERVICE CABINET FOR STREET LIGHTING CONTROL & TRAFFIC SIGNAL �vv vk3 COMPONENT SCHEDULE METERBASE: 100 AMP, 4 JAW, S Y SOCKET TYPE, B-LINE #114TB WITH 5' JAW KIT l J PANELBOARD: 120/240 VAC 200 BUS;l I PHASE, 3 WIRE, COPPER BUS, 24 t2KT MAIN CIRCUIT BREAIr I - lWii V1AIN EATON 913AB2100 (BACK -FED) F.ATO BAB SERIES BOLT -ON BRANCH BREAKERS: � 3 2 LUMENATION BRANCH "DASH POINT, SOUNDVIEW & SPARE" 1 - 5011 SIGNAL BRANCH ✓ I - 20/1 GFCI BRANCH ✓ 1- 15/1 CONTROL BRANCH J CONTACTOR: LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COIL: 3 REQUIRED DUPLEX RECEPTACLE, 120 VAC, GFI PHOTO -CELL BYPASS SWITCH, SPST,15 AND, 277 VAC a TERMINAL BLOCKS: FOR REMOTE PHOTO CELL CABINET: NEMA 3R, PADMOUNT,1/8" 5052 H-32 ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT MOUNTING PAN, HINGED DEADFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES 3V/ P01,IS1�D WIRE GLASS WINDOW SUBMIEES 0[1E i1CK W/ BLUE CONSTRUCn CORE ON DISTRIBUTION DOOR CITY REVIEW' I T, CARD HOLDER Mxr.>ar- AND WIREWAY COVERS WHITE ❑No exceptions token Rejected ❑ Confirm In Writing ❑ Note arkir. AtI Comments ❑ Resubmit NMk 1 5` � Attached I This review Is fo grhr al conformance with the dpslgn concept and contract documents Marking or rdm'••wts Owl n 0! «aimed as tefloving lba Cvnlraclw from slm :omyllnnrs wiu+ 11v prolKI plans Ind speciflralionc .%,Ll ueoaRules Inantrnm. *!r '.rr �rMslCla for tittalis and aaaureoy, OUNDVIEW MANOR 4467 for confirming and correlating of quantities and dimensions, for selecting fabrication processes, for OF FEDERAL WAY techniques of assrmbly, and for performing this work In a sate manner. City of federal Wa 33325 8th Ave S. Faderal iVa , WA g C3RTH COAST P.O.#S6704778 UL LISTED PER STANDARD 50 FOTEM ELECTRIC eyE PpR �3SE A� �JL -4-15 T.C.P. S.O.464842 SKYLINE ELECTRIC & MFG. COMPABY INCORPORATED F Wchboards Metal Punching _ . Forming.. Welding Panelboards Industrial Control Panels Steel Cabinets 3619 7TH AVENUE SOUTH ~D! UL Registered SEATTLE, WASHINGTON 98134 TELEPHONE (206) 682-442Z FAX (206) 682-0927 v � N rn s V o z i Z C! m m C� rsJ Z m 'T A no N a A aC O1 m A ro 0m MA I�•I i f M m Z A p 0 n 0 -Q- •e- L I N E � ®� IIi11►© ®� IIIII►'1►1 ---------------- ---------- I 62" i ' 1 f •, --- E i f m �c mJ o m m m o m a� ao 9 1•+ _ � a J ? 3 m � map i Ul no 'a1 n �Q -~IZ s m �1 o J n ❑ ❑ �vp o•`c' w o 77 m b.-Al cn C co m m m m z U) m n 0 z Submftted by ERW/HARVCO Catalog NiftbjW M•SCL40 1►I ; ��" °, l yp.w E 7 KRVC FED Name, a WAY SOUND VIEW MANOR G E, Lighting SUBMIT T A° REVIEW CITY REVIEW RESPONSE REQUIRED OF CONTRACTOR No exceptions taken Rejected ❑ Confirm In Writing ❑ Note Mark :t s n Comments t 9 Attached Resubmit This re.:' my %4 pop general conformance with the design concept and coniract documents. Alarking or comments shall no! bo ,.onslrued as relleving the Contractor from the coo-'phanca with the project plans and specinr=lions nor departures theretrom. The Contractor remains resounsible for details and accuracy, for contlrming and correleting of qunnllt:es and dfnlseslons, la• selaci!n9 fabrication processes, for techniques of assembly, and forpsrformroy Ildswork In it sale manner. City of Federal Way 33325 Bth Ave S, Fe6re! Way, WA 9W3 BY Data U` om"I m y L �th M-400 with Cutoff Optics (MSCA & MSCL) imaoinaf.ion at work Submtlted by ERW/HARVCO Job Name: ERWNI"r~''' FEDERAL WAY SOUND VIEW MANOR VCO Catalog Wooer: Note&: IL'Q SCL - Suggested Catalog Ordering Numbers 4 Ft30.2550A22F1+C3 2:d HPS Mul[iNaHI Auld -Regulator Gbss +1Ci HSCL?450AT.2FHC3 dCd HPS HtlltiVat Aulrpcgutaial GInS M 411 GE suggested catalog ordering numbers come with PE receptacle. PE control must be ordered seoarotely order and install 50CL-PECTL if no PE is desired. Muldvolt ballasts can be far eft1w 120, 208, 240. or 277 volt incoming power supply. Product Dimensions SUIPAti _ ' ' RCV)£W C17v REVIEW RESP NSE REQUIRSOW 60 mmt No ei oclinrYLlnkdn [] Rcjoow C) CFtivstibmll slII ^Note vidn m Commanis 0 lt9 attached rhls nr rn• o,Mt ral rc•••'rttntance Fritft Ilia dasf n t ■ •ri.itny� h�Arkln r ,mments !�. •ot tr cen.t�;:rru fs frlfeving IPte Cunt Ar}1>.t win tktis'��roiect pull Isand epeel et•• r+% nor depenut 4 th'•r&[. r.:.r dtla!for coofi Inv And trrrreloung ❑1 quar:t'I' Wnd dlmenEflcat an procaasas, tar ltt•611n14 41 Mombly, and forparforntil:9 this work In a sofa nan4•:. City of Fad ifat Way In, Pipe 11660In, (42 rem} to 237g Mr 164 m} CID.I Insertion Depth4.75 iti1 By I pate 632 in.-- (211 rem) 15.121n_ 1384mm) 31B1In. 1808 mml SIDE VIEWS I 1 10.75 irL 15-12In,(jD_ 1273 mml (384 mm) SHALLOW GLASS GLOBE 8.32 in. (211 mm) • Approximate Net Weight 33-3911as115-18 kgs) • Effective Projected Area: 1.1 sq. ft. max WA sq. M max.) • Suggested Mounting Height 30-50 ft.(9-15 M) www.gelighting.com �• GF Cad tM GFakytPgrom we aodarnwFs of ft GpKrd 7Ccuc Cwryvny. Al other nodw-iaeMs are Lha i+opvraJ ' oifidrrCspxtin vwntlx rnfmnatitn ptmAdedrssetj Wrhmyx witlreut natkc. /tl aaknore dmiyi or WXA wtmsr rrrrpevad urker37herolcryCmdtFvre DElk�hlrq GE L:gtu�gSdulion[uC nre 1»� of the1,eneA ElenicComp0r,,. b 2014 GE. OLPZ932 N v iiow- l41 15.12 im (384 mml 832 in_ 1211 mml Subxrtltted by ERWIHARVCO C-atalog N _ Type Wf Job Name: MSCLfFQ.- : Flli1. 3 : FEDERAL WAY SOUND VIEW MANOR (An ► T HA JJ CO �� - --.. ERWH15-3333 .. .. Product Features From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing • Die-cast aluminum housing. • External paddle type stainless steel bail latch Finish • Polyester powder gray point finish Rciti €tg tCJi /,® listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Refleaor Unique Features • `Dead back" tunnel type, FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90' cutoff - no light above 90' (meets RP8-2000 for full cutoff) with flat glass SUBMIT T,Ap'- REVIEW CITY REVIEW RESPONSE REQUIRED OF CONTRACTOR No exceptions taken ❑ Rejected ❑ Confirm In Writing ❑ i Note Marking+ (1 Af ach dts ❑ Resubmit This review is for gfneral conlormance with the design concept and contra., oMcuments. Marking or comments shall no. -,a construed as relieving the Contractor from rh-, camph ice with the prolact plans and speclficallons nor departures therefrom. The Contractor remains respon;!bie for details and accuracy. for confirming and correlating of quantities and dimensions, for selecting fabrication processes, for techniques of assembly, and for performing ttds work In a safe manner. City of Federal Way 33325 ♦fth Ave 5, Fedwal Way, WA 11M By Date 9j'1 _ — Sutantmed by ERWIRARVCO Catalog N her: M5CL40 2FMC3 l� type: Job Name: SOUND VIEW MANOR jT AE��qr[ VC FEDERAL WAY y Ordering Number Logic M-400 With Cu oi# Optics (MSCA & MSCL) 2 MCA. re7= 70 i E = ggAce See BoOost [ >ti� - tyw._ C=. amad tier ✓ •2=t`fPra I t F-Fu�+gp77tmOkl9C M•dprith 70.100 fanpCmtPldl: 53c[ben7ahk tulle _ SiaxImp 0*k 15+ 150 t{: ei. ,l�plbpt�9q Gio6aLwT1 m3tiatiE erdudSfpftMr(55VIWJ L . Rycataae17 7:= - 11= :tea _ 2 = 2C8 Ided amected som Cfwrt chr•! = Ur Surge Practloc R54rAtl id5riar. 20-200 .;NbfAiWE 3=24rUM M0.4nRwl�fOA [{if0wilh ;24=250/400 :+r4.277 nate vkhtel OWber'Opta 25. 250 S - 44 GraAe@d adIi Klwo- d HPS oaty - uA+e3 U= tt7AQ T�edu h % 32.320 .12a7-740 Sar1e1�3 �n�atk glass only(60WOnk31 ? I 35e"' 24V H= HFF `-PfcsixcrlytE5NA � BalksL1201•'rE Reanar FuII CtE4ROpE[5 '=PWMttdj r'SNA •=Previcuskj $4a 65 RrseFkrderwt orag FuIlLutaNC tcoonceaable M= Nogg IE4aFLtE 1400010 CvtaltOptk� 03-85 D.347 N= NPF M-111"I G = 2111-211 Rexta T = 220 a Lag ApNgOud W. 230 P = CV/Iwh GrourxW Oj Hzz i smnl%el (Cr,Yf l.VILCd 5 = 220 R - 230 Y = 240 I WTEDuolvo0age i amnected far Icver Vo4e Ballast Selection Tame MN' a I so(550 HIPS HJfr1 G,H,M.N I G,M G,M G G,M G,H.1l,N' G`,M,M`,N I GM WA WA NIA N/A WA 'WA 200 HP$ , NEXR A.GXP A,G.H,M,N,P I A,G,H,M,N,P I Ar.M ASJi A,G,M A,3,M,P A,6,H,M,N NIA H WA f NIA I NIA 250 HP5 A G?LP A-- R G.H,I�H.P A,G,H,M H P A G MP h WiP A6H P A,GNLP H H I NIA AH,H,H M M 25DI400 HP$ II A A A A A NIA A WA N)A WA NIA I NIA NIA ,NIA •,•00 HP's Al4 q,G,M,N R,GA,M A,G.H,M,N A,G,H A AGM A,G,M A,G H-kN H I WA I AAKIf WA A>♦JI 175 EPMH A A A A A A A NIA A WA WA N/A NIA NIA WA .� EFMH A A A A A A A IL'A r A WA WA NIA WA NIA H1A 320 fPMH A A A A A WA A WA A 350 FPhL4 A A WA NIAP. WA [ N/A NiA WA 400 EPh1H A A ... :l;yA ... A. - — WA- NOTE N/A=Not avoilable. *Natavagobleer 2DK347.—N0(&AAoNt!iA200Yp1MvF UF=C"cdAt+dnil0[GNerf'f try L �I II YY 1r�i VVI CONTRACTOR Relecled ❑ Confirm In Writing ❑ taken ❑ Na exceptions Comments❑ Resubmit Nate Markings ❑ Attached Photometric Sel��A'� err *41 . conformance with the antra concept and conlrompli t documents. blacking or 1. construad as rellevlrtg the Contractor trom'he camphance wlut the prnlncl plans CLEAR REFRACTORS and speclflcetlons nor depai lures Iharefrom. Tho Contractor remains responsible or 60alls and accuracy, All light sources are clear. for conlirr In and carfe1Pf+n 01 4uant(I! and dlmenslons, for selecting fabrication processes, for 15015514 J FiP$ 450391 ASO 200700 HIPS WS 451005 406 NIA NA N1450864 4508635 NN iA 75.250.320, 450348 4SO347 WA 4 '350.400 476 A MHJ 4528' 45288NIA N,A 50276 4S P4A NOTE: WA = NOL Available C/F = Contact Manufacturer *Requres he use of ED-2B Lamp '250 woUs maximum Y Job Name: M5'CLIf 2FMC3!�k FEDERAL WAY SOUND VIEW MANOR 2 ARVC Notes:: YVICL-MCT(m-Stio�pijg.Cap .. .. � ._.. .... .. ERW1i 75{333 . GE Lighting 1----'0(3dWC1Y SUSMITT, l REVIEW CITY REVIEW RESPONSE REQUIRED OF CONTRACTOR if No exreptlons taken [] Rejected ❑ Confirm In Writing Q i Note rAarkings C7 Comments -tchod s ❑ Resubmitkc 'his mvie�r i� lo, general conformance with the design concept and contract documents. Marking or comments shall not be construes, as relieving the Cuntraetor from the compliance with C:e project plans and specifications nor departures therefrom. The Contractor remains responsible for details and accuracy, for confirming and correlating of quantities and dimensions, for selecting tsbrlcalion processes, for techniques of assembly, and for performing this Work in a safe manner. City of Federal Way 3332511th Ave S, Federal Way, WA SM a r Date rr�� [lam M-400 with Cutoff Optics HSCA & MSCL) y imaainatian at work {.. , ,A<,, C�_D Submitted bv ERW/HARVCO WARVCO Job Name: FEDERAL WAY SOUND VIEW MANOR Product Features _1U53�,WFM03/SCG:.L-PLC: 16. WS.=-PEGTL - Shorting: Cap . ERWFi.15S333 From HID to LED, GE continues to push Roadway Lighting to new heights. Recognized for the highest quality and reliability in street, highway, parkway, and commercial applications, GE offers a wide selection of styles to meet the lighting needs of municipalities, utilities, DOT customers and more. Applications • For roadway, highway or parking lot applications where light trespass could be a problem Housing • Die-cast aluminum housing. • Extemal paddle type stainless steel bail latch Finish • Polyester powder gray paint finish Rating • Q/,& listed for wet location available Mounting • Universal two or four -bolt slipfitter • Metal pest guard standard (not required for 2 in. pipe mounting) Reflectors • Standardized Reflector Unique Features • "Dead back" tunnel type. FRP terminal board • Plug-in ignitor standard • Cutoff photometrics • True 90• cutoff - no light above 90' (meets RP8-2000 for full cutoffl with flat glass SUtsmf I t:.i_ mr--vlEW ^ CITY REVIEW RESPONSE REQUIRED OF CONTRACTOR No erreotinns taken ❑ Rejected ❑ Confirm In Writing ❑ Comments ❑ Resubmit Note 61arkwgs [ j Attached —, ,. r,., nnn..ar ronlorrimace %--dh the deslvn ewcool and contort documents. Marking or eommanl• ,Roll not 1p ConstrVtr si relieving the G-nfractor from rho :Ompileni h wtil, the project plans and sr4Wlroa0nntL nrr departures llrerelr^m, 1ho Conlractor remains rr•-ponsiblo fo, 1C1slls and accuracy, for confirming and correlMing of quanlllles gild dimensions, for selecting fabrication processes, for techniques of assambly, and for performing this work In a sate menner. City of Federal Way 33325 Blh Ave S, Federal Way, WA BOM M ■:P1 Date No sxcep Note Mar This revia•= is comments shl and epedlfcali for confirminc techniques of City of Federal By Submified by ERMHAR17Ca ewilog mber: ... "... - M$CLIO FMCS/ CL-P. " ' A�?..- ". _..--" -•-• Job Name: FEIDERA& AY-s0ilMrvtE" REVIEW FsI-SK&g REQUIRED U R' / SCC .REC7L ; Sa 1oTfit?g P "". _ _ . i. ... 2p ERWH15-5333: ♦� rns taken ❑ Rejected ❑ Confirm In Writing ❑ k 1cs ^omments ❑ ResubmitOL Atiached _ general conformance with the design concept mid SnrVe:r lo:.uments. Marking or I not be collsior t ey�ro gi�p»anca with tl,e project plans s- le 'or tic ;ails and accuracy, s nor deparsurell SF"arefr�-�"r`'•ncOr ron en=rw�k 1•,; and conefnH '0Qr3N�i:C�4i�JHI1�Efi5a �1iSaSuL�"�intron procaaces, for _ vi -A I comply, and for perforriing this work In a sofa manner. 1<< ey 33325 tlth Ave S, Federal Way, WA 98003; Date U �r 2 HSG1. E=3i ACO f k SeeBakEt INgtMSeellwomelfk C=Ch:�Nter �ag fp:girYFAiw ptiG! Sxkt6on iolNg .;rk4AS G .�CSiaa 5�c0onToble F • Flg1HC4 vai]bk 109r;% 46ah 15=1cJ1 NH 277AAdrAdt !1} Globe F �i L = PokEmrok IFy *&M xilrnrAGnkWb10 ifgE:tcr CM AW _� 1 =12-0 . NOTE Receptcde - wkago 17:175 S�OGIiO 2 = 203 Boast cwnededsome 0 PrWEc" J F Laie Surge Protector. *KM'` 20200 3 -240 G' Mog-Act vellow Ocunk Mvatt1 :4ate-- bplponType �24=ZW400 r4+I�OcAi 4 =277 xn erulft Os riMei "�� Grounded Order PEfAnbd HPS only 01LnotavdUle! Dita'rl' 2S=250 5=4B0 .R=Cy?r d'flAS tedwbyl :fi Y i 7 = i2G+p delM sowda4 32. 320 So Awl 35. 350 a = 240V H = HPF P7CF7HdV IESIM 40400 BdW12WPE Reoctar Fll�Clra 615 '-lKC,SpaljIESNA FuOLWON iBMAw F g Niow10 r bble M = Mog-Reg 4z Orieffo los u • E5 ❑ = 347 N = WF l3GC�G 6 . c'C,F' 277 Reactor T = 220 ^-Log_ 1 . NOfED,xd w.[30 P = Cvlvnih Gramded.sa-L.11 s►� v�C�.j'C� L-94 a •/� kk sas3in �¢ So.k.el5heil u td IaAenrOtSrjr � ; � �L�.`r•e-.5� � �1� V : LS1` C�.�1 u`9,� (�� � w = 24D I NOTEflurlve!:oge 0.�` C—i �CC.t-r.� C"j . Fconne�•-�forL+ne• vo- Ballast Selection Table 1501551A 11P5 H,N,A GJI.N,N I G,M G.H G,M G,M G.16M,NOAG •.N G.M N/A f NS4 WrA N/A _NSA NIA 2W HPS ASJRP A,G,M,P A.G.H,M,N,P A,G,H,M,Np A,G,MP AGM A,6.MP A,G,H,M,H WA H WA NIA NIA NIA 250 14P ATH,AN,t AG,HH,NJF XG,H.rI, ,P A,C�H P "J4,PrA A.6 rkm H NIA A.H.Kh H H 250/400 HPS A A A A A A NIA NIA WA WA WA WA A 40C HPS 0.r1 A•G,M,N A.GJl.M.N A,G,H,ht,N A,GM AGM 0.6,H,M,N H,A,N H N. AH.H.H NIA A. 175 EPMM A I A II R A A NIA A N/A WA NIR N/A WA WA 250 t EPMH A A A A A A I WA A NIA NIA WA N' A WA tN/A 3"ttr EPMH A A A A A N/A A N/A A WA WA N7R N/A N/A 1NIA 350 EP" A A A A A NIA q N7A A NIA WA N A N!A NIA WA 400 EPMH A A A A A A A N A A NIA NiA NIA NIA NIA N!A NOTE: N/A=Notoarolable. "Nolovarloblein120X347. "Nolavailable in 200 wctt or 3lDetatl. C/F=Conta.:t Manufoc[ur_w Photometric Selection Table: CLEAR REFRACTORS All fight sources are dear - a .r 150155v1 HPS 450391 4SO392 N/A NiA GF 'F MIA 450SAA-7 450546 MIA 20D-40D HPS 1-IPS 451005 4Si10% N/A N P. 45I1146" §SlrA5- N/A 45CE 450863 4 A 175. 250.320. EPMH 450343 450347 NIA WA 450350 N/A NIA 4505='4 450545 N A 350.400 1 NIA 450276 1 450275 1 450375 NIA NOTE: WA = Nol.Available CIF = Canloct Manufacturer -Requires the use of ED-29 Lamp "250 veolts maximum %IV9 SubmItted bX ERW/HARVCO Cataiog IN. r: Type -q; Job Name: FWM3 CCL-PECTL FEDERAL WAY SOUND VIEW MANOR 2 EARVC .... - - Notes: iIVISCCLrpEG7L-:Shc)iti�ag G�?p . -. ... ERWFI155933 MSCL - Suggested Catalog Ordering Numbers MSCL2ssoA22FMc3 i 250 HPS Flullivoll Aulo-Regulator Gloss tdU' j. HSCUPSOA22FMC31 4PlJ HPS Hullivolt Aulo-Aegutator Gloss PtC3 All GE saggesled cotdggprdering numb" cw& with PE receptocle. PE control must be ordered separately Order and instol SCCL-PECTL if no PE is desGed. Hultivolt ballasts can be foreither 120, 208, 250, or 277 vdt inc rnirg power supply. Product Dimensions TOP VIEW 3181 in. 113oB mml 9.041n_ +I 15.12 in.(: . )— 10.75 in. 123D mml O I 1384 mml I273 mml SHALLOW GLASS GtOSE AdJustable For 1-1/4 is (MSCL only) to 2 la Pipe (1660 in. 142 mm] to 2-375 in. I60 mm] 0. DJ Insertion Depth 4.75 in. (121 mm) 8.32 in. � 8.32 in. • 1 8.32 In. 1211 mml I t 1211 mm) {211 mm) 15.12in. I SilE�hS r 1/IEW (384 mm) (SWmr@j Y REVIEW' W f384mrrnT COREQUIRED NT ACTOR OF No excepllons taken n Rejected Confirm In Writing CommentsNote ARA,XlEWS eResiibmil .-� This revlow is !or gennral contouna,tee with the d=51gn content and eonlrnct d0cum—ts. PAar!,inl comments shad • 0l 0- construed a•-Elleving the Contractor from r rnTrr-, rr with t: a project p and specifications nor oeilarture; Ul,erefrom ?iW Can:faetor f0malns resp0nsi;: a 90r details and RGtur for Confirming and correleting of puarilltas 41nd dlitmnifona. Ent sofeding kDocefion psocesset, techniques of assembly, and for performing this Work in II safe msln er. �F fh A S, Federal iYey, WA 98M • Apprpximot Net Weight 33-39 Ibs 115-18 knd • Effective P Wg: 1.1 s . ft. max. A s . Do • 9—ql3/IS— suggested rrting+4L�gFtb 30-5(i Fb [9+i5 A71--- www.gelighting.com r CrE ad 7 t GE btuVgram are vpSnnarlc or tlr SmuW EkeuiCfanp7nu N Whar MvornaAsore 1hP ptoplHy . eflMyrrnpeaive ow,e khanotion WvAded is ar6Jecs In d� wV*vtr t?cz ACwkwwtdv* or typical mean: wider tr wlw s xtsn ad er tobmaluN or4x* .GE tig"aed GE Lipp SdAwls. Luc mrbuaxsses of t1re Gerwral &c k Company. ® 2014 GE OLP2932 MR -11/04/141 SYLVANIA CATALOG NUMBER (} QTY 5 LU4001 ECO 67533 }l QTY 3 LU100 / ECO 67514 E723.5 BT28 ET18 Bit r T7, F0 7S E25 Li —I XO Standard -and LUMALiIXO ECOLOGIC Lam s` See nmduct Information bulletin (HID0271 for product details ANSI + .... AWWX La mess P Pride.; Ordering f4iebga Pkg Lamp Operating kriUal CLT Mba0y Mimber Abbreviation Rrq, Uty uiisf� Positior os) Peani CBr: E39IYlaget - - - 51) Eras Eagmw OWOr LU501EM S&ti O 20 CI Unversal 36000«. MIX) 22 im ( LUND 20 Coated Universal 3017OGr_ 3700 (3100) 72 19M 70 Erns EXSMoad 5ji WO/ECO '-- 20C�lt,'� Universal � Llf/(lD 6,IW 20 Universal 'buoy 5500 14790) , 190D7.4 too Eizts EaeMoar $�>•, LUIOWECO S tl 20 ... (Ndvrdrsaljffs 9500 -2Z 2100 (7150) 6751 LU100/D - unilFersaE y IiS00$ 2100 '"-- is62a) f _ 150 EMS f I� Of LU150155/ECO.* $W( 20 Universal Q 3 16000 210(I (1223m �} LU505 { unvaslD Q 1400 27 rat 00 .67.5i8 (12500) 13r28 sa0etop,a 1.1.1150l100' 10 SW Universa! t9 2100 ` �15M} -M =#i aaa Er18 d4Mopul !S LU2001CO S65¢0: 20 Universal 3660* 2100 �2M - aSD Era e3ssAoyul s LU25CIECO 20 unWersai 290M 2Z 2100 �'1.8 (24700) .. arm 09vagu L112501D 10 2NW Z 210D (24400) a10 Ens E3wno758ir LU310/ECD - 20 .:F.,. Universal 37000 2100 il!> (32900)in _ 400 Errs � MIX)/ECO - 20 f Universal -3 p 2100 1 ( ) W2Z' ^ ara7 a ua 4 LU4001O 10 uatttll Universal 3004 2100ME - (44475M ..... 17 P%ft$ 5C LLr400VIRSC 10 CIM ' iP wftylal 4 45000 ' t 2100 (414001 �5n stagy r aaw 19647 LU75V s _W URWer,,al 1t-%M 22 2100 i (945M) 10" vas I3wogw b7307 LUIOOWEC03 B £leas Uriversal 2400g, 22 21DD #�[I (IMN g24000) LUI W100 (1 OM as W1 SDW (W4 imps are ratlnl embange.16dle. =rucalummsaremeaxradonARM r� RKi�d:Nitatneedwaffiae!tf'RO'! r=jP'f✓q d tf tlerdgee'ImapsnlWa-0ra�d'b siamuod450%olavefa4ereedDie, + use with 50M Wage rated 0 CITY REVIEW RL3PONSE REOUIREC OF CONTRACTOR i No exceptlons taken {� ❑ Confirm In Wrlting I Note Markings (-} aoracnaala ❑ Resubmit n i Shl4 review .: "r q. 7a, rnnfcr;naifco With thtr' dfxign (unapt r•r;d ccm,7 ' .mi,im, klarking or : omm Cms it1Fa}I ^:N fe'rnn+d le P. ad as $MitOng the Cun traCtOF 1 orr rh. _n mill V-�-1irn �l,u ptula ct plant and specllicztlonr rot d,�y.4,,'Wray Iht*.lr +m Tno C:,nirecior remain,; •r.pnnslbw 1 11W11F )rgd aec;rrdey, fa cor;rrrtning and cofrutOpg of gtnanU lei and dlrren5fan3, for Selecting labrlullon reocasses, ter loci tnlraueF of 6s5embly, and Im performing hurt work In a sofarnonsw. City of Federal Way IM25 ath Avo S, Foderal Way. WA 99r03 By— - „ Date 1 �� For the cureift listing of available products and more complete product Irh maton, please visit us atwww.sylvania.com SpeciFicabons sMie(tto (Mange wimout notice. 92 ACCESSORIES REFER TO ACCESSORY INDEX TO MATCH ACCESSORY WITH PRODUCT. ILLUSTRATIONS SHOWN ARE TYPICAL REPRESENTATIONS. POLE TOP ADAPTER I • PTA-PECTL For use with locking -type photoelectric controls mounted on pole tops with an OD of from 3-1/2 to 4-1/2 inches (89 to 114mm) 0 m 9 O 1 I PTA-PECTL SHORTING CAP I • SCCL-PECTL With standard three -prong plug WALL MOUNTING ADAPTER • WMA-PB For Powr/Bracket° luminaire SCCL-PECTL AA -DR GE Lighting Solutions • 1-888-MY-GE-LED - www.gelightingsolutions.com 2008/R-51 N m 0 METERBASE: 1DO AMP, 4 JAW, AW 1114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 0 PAHEiBOAWT 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE. COPPER BUS W 7NGHOUSE BAB BOLT -ON BREAKERS: 1-100/2 AWN 3-15/2 ILLUMINATION BRANCH 1-50/1 SIGNAL BRANCH 1-20/1 GROUND FAULT RECEPTACLE BRANCH 1-15/1 CONTROL CKT BRANCH NOTE ADDITIONAL BREAKERS MAY BE NECESSARY 30 CONTACTOR LIGHTING RATED, 2 POLE, 120 VAC COIL, 3-REQUIRED 4 PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC 5 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A CABINET: NEMA 3R, PADMOUNT, 1/8TH INCH ALUMINUM CONSTRUCTION, TYPE 5052—H32 2 SCREENED AND GASKETED VENTS DOORS: HEAW DUTY CONCEALED HINGES (UFTOFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOD(:ABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE UL US= PER STANDARD /508 JC BollfI= FOR = L9 9opIpLS zll rW �PAm )am EUSERC/PSE LC. 80" reuLaLPL - ncrunl AS NECESSARY SO AS NOT TO EXCEED 80' MAX. TO TOP OF CABINET I ALL CONDUIT TO CLEAR TOWER CENTER BRACE OF CABINET BY 1/2" MIN. E NOTE 5 SHIM TO PLUMB ANCHOR BOLTS h DATA FOR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER HOOPS 14 BAR EACH CORNER ---___._....71 1 La�2' (SEE NOTE 2) u u ` 3/8' DIAMETER PLASTIC BASE DETAIL DRAIN HOLE I —I 6' I— 20" 6' INSTAL. ONE SPARE --� 2' CONDUIT AND CAP; OTHERS AS REQUIRED. 26" 14 HOOPS #4 BAR EACH 0 1 OORNER 6" �1 T— LOCATE CONDUITS SO AS TO CLEAR BOTTOM FLANGE OF CABINET. 2' UNDERGROUND SERVICE ENTRANCE CONDUIT TO BE LOCATED IN CORNER (WITHIN 4' X 4" SPACE) WIRING DIAGRAµ CABINET FOUNDATION NOTES 1. PAD MOUNT SHALL BE CLASS 3000 CONCRETE UNLESS OTHERWISE OTHERWISE NOTED ON THE PLANS. 2. WHERE PAD MOUNT IS LOCATED IN SIDEWALK, CONSTRUCT MOUNT TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. 3. PAD MOUNT DESIGN IS TYPICAL., CONTRACTOR SHALL USE CABINET MANUFACTURERS TO ASSURE PROPER FIT OF CABINET ON BASE WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT FOR APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION AND ANY RELEVANT SECTION VIEW. 4. CABINET SHALL BE ATTACHED WITH AASHTO M164 CHEMICALLY BONDED ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALLATION SHALL BE AASHTO GRADE A307 HOT -DIPPED GALVANIZED 1/2' x B' x 2'. 5. PLACE SILICONE SEAL BETWEEN THE CABINET FOUNDATION AND THE CABINET. OTHER ORIENT FACE OF CABINET TOWARDS PUBLIC ROADWAY. CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL OBTAIN A CITY OF FEDERAL WAY ELECTRICAL PERMIT FROM THE BUILDING DEPARTMENT. WHEN SERVICE CABINET, SIGNAL CABINET, AND/OR UPS/BBS AUXILIARY CABINET ARE INSTALLED NEXT TO EACH OTHER, SEE DEVELOPMENT STANDARDS DETAIL DRAWING NUMBER 3-45C. REV. NOV 2012 cwva PUBLIC STREET LIGHT SERVICE CABINET DWG. NO. o a n �Jl WORKS 3-45 *10.0h wn pEe prvfttu 11UP18 4 Bolt Base RTA30C7B4DI4- Tapes Diameter ='H" 2" KIDS Slipfitter 10" Note) Pole 4 1/2" O.D. .188" Wall Bracket Alum. Alloy 6063 T6 Bend Radius Bracket Lgth. Bend Radius 4' 3' 6' 3' ' 5' ' 5' 8 10 1/2"-13NC S. S. Lockbolt lush Joint "B" Wall Alloy 6063 T6 Satin Ground or Powder Coated Finish per Customer Specification Grounding Provision Opposite Handhole For 6" OD Poles And Handhole Frame Tapped 3/8"-16NC For Grounding For All Others Reinforced Handhole With Cover And Stainless Steel Hex. Hd. Screws 3" x 5" For 6" Poles 4" x 6" For All Others "C" Butt Diameter 30 "All (To Ground Line) 1 "F" Dia. Bolt Cird Arm / Base Flange Alloy 356-T6 With Bolt Covers And S.S. Hex. Hd. Screws (4) Galv. Stl. Anchor Bolts, AASHTO M314-90 Grade 55, 10" Of Threaded End Galv. Per ASTM A153 With (4) Galv. Stl. Hex. Nuts, Lock- o ' a washers And Flatwashers WARNING: Do not install light pole without luminaire. "G" Bolt Projection ------------- bunting Height: 30 fftte: Brackets Supplied With 2" N.P.S. Slipfitter. Specify Modification 140 For 1.25" N.P.S. Slipfitter. Wall Thickness: .156 in Maximum EPA Your Name: Butt Diameter: 7 in 70: 6.7 Representative Name: Top Diameter: 4.5 in SO: 4.2 Architect Name: Base Diameter: 10.5 in 90• 2.6 Project Name: Bolt Circle: 10-11 in 100: 1.8 Customer P.O. #: Bolt Projection: 2.75 in 110: 1.3 Finish: - Bolt Size: 1 x 36 x 4 Date: 08/14/2014 Net Weight: 119 Accessories Notes: minary Weight: 75 Arm Length: 4 Quantity: Sarady Long From: Seabrook Schilt <sschilt@cesnwinc.com> Sent: Tuesday, November 10, 2015 10:50 AM To: Sarady Long Cc: Ann Dower, Steve Bauman; JaneR@totemelectric.com Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Attachments: 09-16-15 CAL PORTLAND.pdf, 09-16-15 CONDUTT.pdf, 09-16-15 GROUNDING CONDUCTOR.pdf; 09-16-15 J BOXES.pdf; 09-16-15 MILES.pdf, 09-16-15 MISC.pdf, 09-16-15 NCE.pdf; 09-16-15 POLE & BRACKET CABLE.pdf, 09-16-15 SINGLE CONDUCTOR.pdf Importance: High Hi Sarady, Ann indicated a while back that we needed a response form Transportation on the lighting submittal information for Soundview. We are still in need of an OK confirmation on this so materials can be ordered. Can you please review and Ok these. Thank You Seabrook M. Schilt, PE Principal CES NW INC. 310 29th Street NE, Suite 101 Puyallup, WA 98372 Office (253) 848-4282 Fax (253) 848-4278 Cell (253) 468-7018 From: Steve Bauman mailto:5teveB Ilo denter risesinc.com] Sent: Tuesday, November 10, 2015 9:09 AM To: Seabrook Schilt <sschilt cesnwinc.com> Cc: JaneR@toternelectric.com Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Seabrook, Any word back from the City of Federal Way on these Soundview lighting submittals? They have had them for close to two months now. Also need to know if state inspection and stamping is required? I don't believe it is but need to verify. Steve Bauman Lloyd Enterprises, Inc. PO Box 3889 Federal Way, WA 98063-3889 Office (253) 874-6692 Fax (253) 838-0103 Email stevebA IloVdenterprisesinc.com From: Jane Romito [inailto:JaneR totemelectric.com] Sent: Tuesday, November 10, 2015 9:01 AM To: Steve Bauman Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Good morning Steve... Is there someone at the City of Federal Way that I may contact to see if there is any progress on these? Also to find out if state inspection and stamping is required? Thanks Jane Romito Purchasing 253-722-2841 / fax 253-272-5214 Janerato temelectric. com T�I t LEC` R I C From: Jane Romito Sent: Wednesday, October 21, 2015 11:04 AM To: Steve Bauman (SteveB 110 denter risesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Importance: High Any approvals yet? Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 JanerfcDtotemelectric.com From: Jane Romito Sent: Wednesday, October 07, 2015 1:28 PM To: Steve Bauman (SteveB 1!o denter risesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Hi Steve... Any movement towards approvals yet? Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 JaneL@totemelectric.com From: Jane Romito Sent: Wednesday, September 30, 2015 11:23 AM To: Steve Bauman (Steve6 Ifo denter risesinc.com) Subject: FW: SOUND VIEW MANOR (TOTEM # 4467) Good morning Steve... Any update on approvals? Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Jane totemelectric.com From: Jane Romito Sent: Wednesday, September 16, 2015 2:37 PM To: Steve Bauman (5teveB Ilo denter risesi cc.com) Cc: Roger Palfenier; Ally Farkas; 'Wade' Subject: SOUND VIEW MANOR (TOTEM # 4467) Good afternoon Steve... Please find attached submittals for above project. Thanks Jane Romito Totem Electric of Tacoma Purchasing 253-722-2841 / fax 253-272-5214 Jane totemelectric,com 3 `r Washington State Department of Transportation Request for Approval of Material Contract FA Number SR Date 9/14/2015 5ecfivn County SOUND VIEW MANOR KING on a r Subcontractor LLOYD ENTERPRISES, INC TOTEM ELECTRIC This shall be completed prior to submittal. If this form Is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For RAM # assisfance In completing, see 1nslruefions and Example PE 1 t tdgtr. Bid Item Material or Name and Location of Fabricator, o Specification Appel j ' Appel No. Manufacturer's ProducbType Manufacturer or Pit Number I Reference Code _ Code I CAL PORTLAND #255 1 3000 W/AIR MIX DESIGN 3310 TACOMA, WA _ 8-04.3(1) CAL PORTLAND #255 i 1 14000 W/AIR MIX DESIGN 3310 TACOMA, WA 8-04.3(1 CAL PORTLAND #255 1 i4000P MIX DESIGN 61883 TACOMA, WA 8-04.3(1) CALPORTLAND 1 'CEMENT TYPE 1-II SEATTLE, WA 9-01.2(1) LAFARGE 1 SLAG SEATTLE, WA 9-23.9 I PIONEER AGGREGATES #B-335 ; 1 4-FINE AGGREGATE DUPONT, WA 9-03-1(2) r PIONEER AGGREGATES #B-335 1 COURSE AGGREGATE DUPONT, WA 9-03.1(4) WR GRACE 1 DARAVAIR 1000 CAMBRIDGE, MA 9-23.6 WR GRACE 1 MASTERSET R100 CAMBRIDGE, MA 9-23.6 Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for'Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved 0 Yes 0 No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT Inspected' or'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8- Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution Contractor [] Region Operations Engineer Fabrication Inspection DOT Form 350-071 EF Revised 72200E State Materials Engineer Distrubution Region Materials ❑ General File Signing Inpsecton State Materials Lab Other M/S 47365 Admikk � waskisirfgtan State ■/w Departmetnt of Transportation Contractor Concrete Supplier CalPortland Submitted By Contract Number I Contract Name This mix is to be used in the following Bid Item No(s): Concrete Class: 3000 With Air Remarks: Mix Design No. Cementitious Source Materials ment CalPortland Fly Ash GGBFS (Slag) Concrete Admixtures Air Entrainment 3310 Plant Ssangyong Concrete Mix Design Plant Location Tacoma Plant No. 255 Type, Class or Grade Type !-ll F ❑ C Alkali % ❑ 100 ❑ 120 Date Sp. Gr. 3.15 Manufacturer Product WR Grace Daravair 1000 Lbslcy 564 Est. 0.1-25 DI Water (Maximum) 250 Ibs/cy Is any of the water Recycled or Reclaimed? ❑ Yesd ® No Water Cementitious Ratio (Maximum) 0.44 Mix Design Density (pcf) 146.03 Design Performance (Attach Test Data) Average 28-day compressive strength (psi) 4977 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content (% by mass of cement) 0.010 ❑Water Soluble ❑ Acid Soluble Agency Use Only (Check appropirate Box) El This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: Date PE Signature DOT Form 350-040 EF Distribution: Original - Contractor Revised 05/2014 Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector Mix Design No. 3310 Plant No. 255 Aggregate Gradation 10 AASHTO ❑ Combined Aggregates Nominal 3 Maximum 4 Size (in) 5 1 Total 1 2 WSDOT Source No. b B-335 B-335 Source Expiration Date b 3 26-16 3-26-16 ASR Expansion (%)b ❑ 14 Day ®1 Year .037 _037 Is ASR Mitigation Required? no no Stock Pile Grading c Class 2 4ASHT0 5 Percent of Total Aggregate 40 60 Specific Gravity (SSD) 2.65 2.68 Lbs/cy (ssd) 1260 1890 Include Percent Passing for each aggregate component. include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-112 inch 100 100 1 inch 100 98 314 inch 100 87 1/2 inch 100 44 3/8 inch 100 22 No. 4 100 2 No. 8 88 No. 16 70 No. 30 47 No. 50 17 No. 100 5 No. 200 1.5 0.4 Fineness Modulus: 2.73 (Required for Class 2 Sand) Proposed ASR Mitigation Method Notes: a Fly ash or GGBFS is required for Class 4000D and 4000P mixes. b Enter data from WSDOT ASA Database. ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigatlon is required if the 1-year expansion is 0.04% or less. Proposed mitigation methods for 14-day expansions greater than 0.45% require ASTM C 1567 tests proving that the method is effective_ See WSDOT Standard Specification 9-03.1. c Stockpile gradation: AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 05/2014 CalPortland Inc. Concrete Cylinder Report DATE €v€X PLANT TICKET LOAD Las CDNC AIR SLUMP 3 DAY 7 0AY 28 DAY 56 DAY AIR % SIZE TEMP TEMP AVG AVG AVG AVG 10-Apr-14 3310 291 904692 10 KRAZAN 66 61 4 3340 4997 6 is-Apr-14 3310 282 908996 10 KRAZAN 57 52 5 4490 5440 5 24-Apr-14 3310 282 912261 10 KRAZAN 63 46 4 5020 6187 27-May-14 3310 282 929510 10 MAYES 75 59 5 3270 4100 7 10-Jun-14 3310 291 938456 10 MAYES 73 61 4.5 4240 5D77 5 11-Jun-14 3310 282 939514 10 MAYES 75 68 5 4000 5050 5 12-Jun-14 3310 282 940416 10 MAYES 73 75 3.75 4490 5633 4 16-Jun-14 3310 282 941958 10 MAYES 72 63 4 3880 4743 5 17-1un-14 3310 282 942825 10 MAYES 72 59 6 3650 4907 5 18Jun-14 3310 282 943810 10 MAYES 72 63 4 3260 4530 6 24-Jun-14 3310 282 947424 10 MAYES 75 73 6 4020 4983 5 30-Jun-14 3310 282 950650 10 MAYES 79 88 5.5 3520 4240 7 1-Jul-14 3310 291 951188 10 AAR 68 77 4.5 4040 5130 5 2-Jul-14 3310 291 952433 10 MAYES 81 82 6 3730 4710 7 7-Jul-14 3310 282 953827 10 MAYES 79 84 5 3700 4733 6 8-Jul-14 3310 282 954507 10 MAYES 79 75 6.25 3530 4687 5 9-Jul-14 3310 291 871086 10 MAYES 82 75 5 3910 5173 6 10Jul-14 3310 291 956383 10 AAR 81 66 4 3740 4843 5 18 Jul-14 3310 282 961881 10 KRAZAN 79 64 4.5 3940 4998 24-1ul-14 3310 291 965030 10 AAR 75 61 3 4730 6293 5 25-Jul-14 3310 282 965897 10 AAR 75 70 4.5 3680 4730 5 31-Jul-14 3310 282 969257 10 KRAZAN 66 61 5 3810 4460 1-Aug-14 3310 282 970109 10 AAR 64 64 5 3300 3870 5013 6 18-Aug-14 3310 282 979458 10 KRAZAN 73 70 6 4180 5190 18-Aug-14 3310 282 979950 10 AAR 81 81 5 3560 4517 5 20-Aug-14 3310 282 873629 10 MAYES 75 63 6 4470 4987 6 27-Aug-14 3310 291 985852 10 KRAZAN 79 72 4.5 3550 4700 27-Aug-14 3310 291 986011 10 AAR 77 79 5 3240 4513 10-Sep-14 3310 282 994958 10 AAR 73 63 5 4720 5590 5 17-Sep-14 3310 282 1000286 10 AAR 73 66 5.25 3890 5150 5 4318 MEAN 3912 4977 1.34 X SD = 659• SD 461 492 (2.33 X SD) - 500= 645 # OF TESTS 1 30 30 !R _ TIState P Departrr hingtot of TransPorbiion Contractor Concrete Supplier CalPortland Contract Number I Contract Name This mix is to be used in the following Bid Item No(s): Concrete Mix Design Submitted By Plant Location Tacoma Date Concrete Class: 4000 With Air T Remarks: Mix Design No. 3310 Plant No. 255 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement CalPortland Ssangyong Type 1-11 Lv 3.15 564 Fly Ash a ❑ F ❑ C Alkali % GGBFS (Slag) a ❑ 100 ❑ 120 ■ Est. Range Concrete Admixtures Manufacturer Product (oz/cy) Air Entrainment WR Grace Daravair 1000 0.1-25 oz/cwl ❑v 0I Water (Maximum) 250 Ibs/cy Is any of the water Recycled or Reclaimed? ❑ Yesd ® No Water Cementfious Ratio (Maximum) 0.44 Mix Design Density (pct) 146.03 Design Performance (Attach Test Data) Average 2May compressive strength (psi) 4977 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content (% by mass of cement) JOWiterSoluble ❑ Acid Soluble Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date DOT Form 350-040 EF Distribution: Original - Contractor Revised 0512014 Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector Mix Design No. 3310 Plant No. 255 Aggregate Gradation IMAASHTO ❑ Combined Aggregates Nominal 3 Maximum 4 Size (In) 5 Total 1 2 WSDOT Source No. b B-335 B-335 Source Expiration Date 3-26-16 3-26-16 ASR Expansion (%)b ❑ 14 Day ©1 Year .037 .037 Is ASR Mitigation Required? no no Stock Pile Grading c Class 2 i1ASHTO 5- Percent of Total Aggregate 40 60 Specific Gravity (SSD) 2.65 2.68 Lbslcy (ssd) 1260 1890 Include Percent Passing for each aggregate component. include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 1-1/2 inch 100 100 1 inch 100 98 3/4 inch 100 87 1/2 inch 100 44 3/8 inch 100 22 No. 4 100 2 No. 8 88 No. 16 70 No. 30 47 No. 50 17 No. 100 5 No. 200 1.5 0.4 Fineness Modulus: 2.73 (Required for Class 2 Sand) Proposed ASR Mitigation Method Notes: a Fly ash or GGBFS is required for Class 4000D and 4000P mixes. b Enter data from WSDOT ASA Database. ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is 0.04% or less. Proposed mitigation methods for 14-day expansions greater than 0.49% require ASTM C 1567 tests proving that the method is effective. See WSDOT Standard Specirication "3.1. c Stockpile gradation: AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1 _ DOT Form 350-040 EF Revised 0512014 CalPortland Inc. Concrete Cylinder Report DATE MIX PLANT TICKET LOAD LAB CONC AIR SLUMP 3 DAY 7 DAY 28 DAY 56 DAY AIR° SIZE TEMP TEMP AVG AVG AVG AVG 10-Apr-14 3310 291 904692 10 KRAZAN 66 61 4 3340 4997 6 18-Apr-14 3310 282 908996 10 KRAZAN 57 52 5 4490 5440 5 24-Apr-14 3310 282 912261 10 KRAZAN 63 46 4 5020 6187 27-May-14 3310 282 929510 10 MAYES 75 59 5 3270 4100 7 10-Jun-14 3310 291 938456 10 MAYES 73 61 4.5 4240 5077 5 11-Jun-14 3310 282 939514 10 MAYES 75 68 5 4000 5050 5 12Jun-14 3310 282 940416 10 MAYES 73 75 3.75 4490 5633 4 16-Jun-14 3310 282 941958 10 MAYES 72 63 4 3880 4743 5 17Jun-14 3310 282 942825 10 MAYES 72 59 6 3650 4907 5 18-Jun-14 3310 282 943810 10 MAYES 72 63 4 3260 4530 6 24-Jun-14 3310 282 947424 10 MAYES 75 73 6 4020 4983 5 30-Jun-14 3310 282 950650 10 MAYES 79 88 5.5 3520 4240 7 1-Jul-14 3310 291 951188 10 AAR 68 77 4.5 4040 5130 5 2-Jul-14 3310 291 952433 10 MAYES 81 82 6 3730 4710 7 7-Jul-1-4 3310 282 953827 10 MAYES 79 84 5 3700 4733 6 8-Jul-14 3310 282 954507 10 MAYES 79 75 6.25 3530 4687 5 9-Jul-14 3310 291 871086 10 MAYES 82 75 5 3910 5173 6 10-Jul-14 3310 291 956383 10 AAR 81 66 4 3740 4843 5 18-Jul-14 3310 282 961881 10 KRAZAN 79 64 4.5 3840 4998 24-Jul-14 3310 291 965030 10 AAR 75 61 3 4730 6293 5 25-Jul-14 3310 282 965897 10 AAR 75 70 4.5 3680 4730 5 31-JUI-14 3310 282 969257 10 KRAZAN 66 61 5 3810 4460 1-Aug-14 3310 282 970109 10 AAR 64 64 5 3300 3870 5013 6 18-Aug-14 3310 282 979458 10 KRAZAN 73 70 6 4180 5190 18-Aug-14 3310 282 979950 10 AAR 81 81 5 3560 4517 5 20-Aug-14 3310 282 873629 10 MAYES 75 63 6 4470 4987 6 27-Aug-14 3310 291 985852 10 KRAZAN 79 72 4.5 3550 4700 27-Aug-14 3310 291 986011 10 AAR 77 79 5 3240 4513 10-5ep-14 3310 282 994958 10 AAR 73 63 5 4720 5590 5 17-Sep-14 3310 282 1000286 10 AAR 73 66 5.25 3890 5150 5 4318 MEAN 3912 4977 1.34 X SD = 659 SD 461 492 (2.33 X SD) - 500= 645 # OF TESTS 1 30 30 .MOL Washington state DeparitmeNt of Transpor'iabon Contractor Concrete Supplier CalPortland Submitted By Contract Number I Contract Name This mix is to be used in the following Bid Item No(s): Concrete Class: Class 4000P Remarks: Mix Design No. Cementitious Source Materials Cement F CalPortland Fly Ash a GGBFS (Slag) a 11 LaFarge 61883 Plant Ssangyong Concrete Mix Design Plant Location Tacoma Plant No. 255 Type, Class or Grade Type 1-II . ❑ F ❑ C Alkali % x❑ 100 ❑ 120 Date Sp. Gr. Lbslcy 3.15 610 2.89 100 Water (Maximum) 300 Ibs/cy Is any of the water Recycled or Reclaimed? LI Yes" L29 NO Water Cementitious Ratio (Maximum) 0.43 Mix Design Density (pcf) 149.18 Design Performance (Attach Test Data) Average 28-day compressive strength (psi) 9494 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content (% by mass of cement) 0.02 ❑ Water Soluble El Acid Soluble Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date DOT Form 350-040 EF Distribution: Original - Contractor Revised 0512014 Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector Mix Design No. 61883 Plant No. 255 Aggregate Gradation AASHTO ❑ Combined Aggregates Nominal 3 Maximum 4 Size (In) 5 Total 1 2 WSDOT Source No. b B-335 B-335 Source Expiration Date b 3-2&16 3-26-16 ASR Expansion (%)b ❑ 14 Day [(1 Year 037 .037 Is ASR Mitigation Required? no no Stock Pile Grading ° Class 2 4ASHT0 8 Percent of Total Aggregate 39 61 Specific Gravity (SSD) 2.65 2.68 Lbs/cy (ssd) 1185 1850 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2inch 100 100 1-1/2 inch 100 100 1 inch 100 100 3/4 inch 100 100 1/2 inch 100 100 3/8 inch 100 91 No. 4 100 19 No. 8 88 No. 16 70 No. 30 47 No. 50 17 No. 100 5 No. 200 1.5 0.6 Fineness Modulus: 2.73 (Required for Class 2 Sand) Proposed ASR Mitigation Method Notes: a Fly ash or GGBFS is required for Class 4000D and 4000P mixes. b :Enter data from WSDOT ASA Database. ASR Mitigation is required for sources With 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is 0.04% or less. Proposed millgation methods for 14-day expansions greater than 0.45% require ASTM C 1567 tests proving that the method is effective. See WSDOT Standard Specification 9-03.1. c Stockpile gradation: AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 05/2014 ; ALP 0R-`1'rAAN07 5975 East 4knInal WuV 5- Seattle, WA 96134 P-o- Box 273 a Seattla, WA 29111 Tekphooe (2061 764-3000 Ta-cftnlcal ServheS (2061 764-3029 CalPortland Inc. Concrete Cylinder Report Fax Numbers: Corporate(206) 764-9012 sales (206) 764-8014 Credit t-'(*) 704-901Y Warehouse (206) 762-3077 foment Terminal (206) 764-7176 DATE MIX PLANT TICKET LOAD TESTER CONC AIR SLUMP 3 DAY 7 DAY 28 DAY 56 DAY AIR ,o SIZE TEMP TEMP AVG AVG AVG AVG 22-Aug-11 1883 440563 11 BUSH 70 64 6.5 8750 0 30-Aug-11 1883 759 445838 11 WILLAMS 72 72 5.75 9260 0 30-Aug-11 1893 759, 445843 11 WILLIAMS 72 72 6.5 9775 0 30-Aug-11 1883 759 445849 11 WILLIAMS 72 72 6.75 9500 0 30-Aug-11 1983 759 445872 11 WILLIAMS 73 72 6.5 9830 0 2-Sep-11 1883 282 447393 37.95 WILLIAMS T __- 68 6.5 9435 0 2-Sep-11 1883 282 447566 185.75 WILLIAMS 7� 613 - 6 9690 0 2-Sep-11 1883 282 447579 185.75 WILLIAMSF 7,5 6$ 6 10360 0 2-Sep-11 1883 282 447W 185.75 WILLIWa' 70 _ fib 6 9820 0 7-Sep-11 1883 282 449537 155.65 HOP NS 75-� 7� 5.25 9120 0 7-Sep-11 1883 759 449553 11 HOPKIiS, 73 5.75 9815 0 7-Sep-11 1883 759 449572 11 HOPKIN5 73 6.5 9130 0 7-Sep-11 1883 759 A-19660 1i HOPKINS 72 70 65 9430 0 7-Sep-11 1883 759 44�57 i1KI S""`2 6.75., l` __ 71 9800 0 10-Sep41 1883 759 44461,E . A •J.1l VdFLLIA S 37 $6. j 9435 0 10-Sep-11 1893 759 451466 11 WILLIAMS 12 GG 10180 0 10-Sep-11 1883 759 451470 11 WILLIAMS 70 70 6 9930 0 10-Sep-11 1883 759 451483 11 WILLIAMS 77 73 6.5 10100 0 3-Oct-11 1883 759 463072 11 HOPKINS 70 70 6.75 10390 0 3-Oct-11 1883 759 463078 11 HOPKINS 68 70 6.25 10345 0 3-Oct-11 1883 759 463142 11 HOPKINS 68 72 5.75 10455 0 3-Oct-11 1883 759 463162 11 HOPKINS 70 64 6.5 10260 0 3-Oct-11 1883 759 463186 11 HOPKINS 70 66 6.5 9660 0 13-Dec-11 1883 282 493815 0 BLISSERD 66 39 4.5 5790 7867 0 21-Dec-11 1883 260 496337 10 CHANDLER 64 50 4 6250 8717 0 21-Dec-11 1883 260 497114 10 CHANDLER 68 46 45 7960 10227 0 23-Dec-11 1883 260 497430 0 CHANDLER 68 46 4S 5390 8243 0 4-Jan-12 1883 282 499913 11 BLISSARD 63 46 3.5 6710 9790 0 5Jan-12 1983 282 5OD90 10 BLISSARD 54 45 4 6110 7880 0 9Jan-12 1883 282 501093 0 BLISSARD 63 46 6 6480 8630 0 Pc = 9292 MEAN 6407 9494 1.34 X SD = 979 SD 896 730 (2-33 X SD) - 500= 1202 # OF TESTS 1 6 30 5900 W NTa ginal Way So. r ax WA 98106 IC .IL r 3e "5���' P 0�'IG U7S Certificate of Analysis FN:06764.7M Source t Ssangyat,,-. So Korea We hearty ceftif'y 1hST ( 81PorUBW 0ut t5�233i'typd L111Ow ARMH cenxs -CM the sth shfd requiremem of ASTb4 C 15o irorType 1 and Type 11 knc alkzli cement. Additiom[1!y CWPortlar[d TyPe L'Ii I ow nikrii Cettrenl.fneeTs the =g8irdrr>Onts' of AASHTt7! M-95 for Type I cenlca 1TO[IO%s ir{t; are the chemical and physical tasting =rdls of this Lcrnc 1C ASTM C-Ir�Q requirements Chemical itegairemilts AdAitionah Lot# 15-223 Shikoku 1912Ad Type 1 Type II Results Data 12cquircvnen►s Requirem-4 Lbnatone 20A 74 Silicon dioxide P—) 4'4 2.7 A1uTninum oxide (AM), max. % i 4 3.1 1 al� Ferric oxide {Fe204 ixtaa. %(Note �) — - - 63,6 2. CaW010 Oxide po) — Z4 2.6 Mag'ie i=UR oxide (M' 01 max. %6.0- 3-0-2 $ 0.0 Sulfuruioxide (SO3), rnay:'S 3,{) Loss on ignition, max. °A 3.0 0.75 3,0 0.75 1.4: "2 Base Insolubloitisidue, ntax. % 0.60. 00 0.53 Cement Alkalies (Na.20+0459 K2D). ltiax: ro TTicalcium silicaiq (C3S) % --- _ 34 ld Dicalcium SilicatC-(US) % 6 6 TricalciUm a7tnTlinafe (MA) max. % S Tetracaleiitrri aiuminoferrite (+ `4AF) lu 9 TO 1_1 4CO %CaCO3 Ca liniestone min. 70 70 95 %umesione max. 5,0 5.0 2.4 Ptysscal Requirements Ai-f Ontenfof'ruortar, max_ % 12 12 7 97 1?assing45 urn M25) sicva °lam 260 416 Blaine Fineness' iron m21kg 260 Autociave expatisiou, max, %0.E0 E% 80 0•41 compressive strength psi. Nfpa,rtlin. 2365 Psi 1 Day psi 13 hfga Mpa 3 ANY psi ?740 145p. l i1 d06Q � D psi. ]5tpa i�pa 12 2760 ZVO 51,00 Psi- 7Daypsi 19 I? 35.3. Mpg ..Pa 001 RS! 28 liagpsi. _ - ; yALUE! MPa .fga Vicar sec in. minutes 45'to 375 45 to375 1 1 3:cd MTM.�l50iTawI.Wdc$DAcnotarP�) P eoP[ia�et�nNetar u-:.� [imi[aria[3lca isspodT pO� A.ugust 13; 2015 wa_-� Director-' Sw4kes Pacific NW and Canada Ce#r erjt Division AFAR a r, Cement Test Report CEMENT lRpfpn�nce Ceuwd Foenewty Air PerMaabailVY 408. (eft, ASTM C-204) Fineness by 45 pm (No. 323) SWVO (16alain, ASTM 0430) cornpresow strength. (AZ*tjOO(O109M) 122i 7.60. ODO 28-day. , 060 MLI Total Alkaille.4 (P4020 + MM [rz'O) OA ASTM C-11 4) slag CHEmicALANALys* Percent $uji;a D1=04 , jSk)ZAMhP-114) 32 0 -Izarric OxideASTU C*(1 4) CLS AlurrOMUM ()XWjr. ASTM 10 14) �AJA, - 0 12.9 167- MEtq(taSjUrn Chlaili (MpO+, ASTM C11 4). potaaium 06de K-0, AMU CI 14) Tifprvi" Oxide (IJ62, ASTU 0+114) Losd &i ignitk)a (LO.I.; ASTU 0 TO 1.4- . - Im!9anir, Fmcm Adcfif �'� E 3 YF-AW. 2045 UDNTH: JULY PLANT: Seafft CEMENT TYPE-. Grade 100 New C-cm Slam Fineness by A# PernwabWly 480 (0%. AST141=04) fineness by 45 pm (KO. = sieve P-4 rEra;n; ASTM COO co-pre-fda Strength SAI Limit (ASTM ClOW01 OS hQ I-Ii. is NO 7-�q 4,66G 24, 75 2"ay 6,690 Spedftc,ravay 2-87 ,W,O; ASTIA01 83) AcIuAll Air CQritent of uwar 5.5 12 JY,ASTl%M85,' 5ulfiddtWfur 0.66 9, ASTM C1 14) r>ugate ton 2.1 (% as 6W, ASTM G41 4) Auloc.weexPansiOn -D.002 (%t!j8A A30D",-85) physlod y4goiremehi cFj AS 0.Mj . ' HT ,K:,ni spacdl�mlion al Pit Oam TIMAAS The groun&gwolatiob bwst. fLjftO*,O3g COMOes wim 0715 � .- . -SA 300 M.30216r Vade 100 C4Wnd GraMWId Blast ftir2W Slag. (W9FS) and Ond C 'A. . ' Slag. �d in Sdold, wx Slag soLjrcjX L% JFF MinerPI Company in I<uraArjw Oily. J81aff, NewCgv6-$s.qMvW andMnvfWjwL erw1od W- Dargel Waldron CalPortland - Aggregate Submittal �; Date: August 3, 2015 Product Number: 8725 Product Description: Building Sand Specification Number. ASTM C33, Fine Ag re ate Source: Pioneer Aggregates Location: DuPont, WA WSDOT Pit Number: B 5 Specification: 318" 100% passing % Fracture - #4. 95-100 Sand Equivalent - #8 80-100 L.A. Wear - #16 50-85 Degradation: - #30 26-60 Dust Ratio - #50 10-30 F.M. 2.3 to 3.1 #100 2-10 ;Mn 0-3 Specific Gravity: 2.69 % Fracture: - Absorption: 1.2% Sand Equivalent: L.A. Abrasion: - Dust Ratio: Degradation: - F.M. 2.86 , , , , CalPortland - Aggregate Submittal Date: I July 1, 2015 Product Number: 8493 Product Description: AASHTO #8 Gravel Specification Number: WSDOT 9-03.1(4)C Source: Pioneer Aggregates WSDOT Pit Number: B-M Specification: Location; I DuPont, WA 112" square 100% % Fracture - 118" square 85-100 Sand Equivalent J.S. No.4 10-30 L.A. Wear J.S. No. 8 0-10 Degradation: J.S. No. 16 0-5 Specific Gravity: Absorption: L.A. Abrasion: Degradation: 2.721 % Fracture: - 1.1 Sand Equivalent: - 16.0% Dust Ratio: NA 63 100 90 [77 80 70 ♦ m e H 60 to 50 c ♦ 40 CO a 30 FEE ♦ 20 .� 10-- 0 - -+— Upper limit 100 100 30 10 5 --n--#8493 100 93 21 4 2 t Lower umitj 100 1 85 10 0 0 Sieve Size W.R. Grace 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 grace.com/construction Date: 7/8/2015 Diego Coca CalPortland Seattle, WASHINGTON Project Name: All Product Selected: Daravair®1000 This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete BASF The Chemical Company May 15, 2014 CalPortland Seattle, Washington 98106 Attention: Diego Coca Project: General Project location: Seattle Certificate of Conformance MasterSet(D R 100 Admixture (formerly Pozzolith 100 XR) BASF Corporatlon' Admixture for Concrete '(successor in interest to BASF Construction Chemicals, LLC , which is successor by merger to BASF Admixtures, Inc., formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.) I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,cerfify: That MasterSet R 100 admixture is a BASF Corporation Set Retarding Admixture for concrete; and That MasterSet R 100 and Pouolith 100XR admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet R 100 admixture; and That MasterSet R 100 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00014 percent (1.4 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement: and That MasterSet R 100 admixture meets the requirements for a Type B, Retarding and Type D, Water -Reducing and Retarding Admixture specified in ASTM C4941C494M and AASHTO M194. the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. l Richard Hubbard Sr. Technical Marketing Specialist, BASF Corporation 13ASF Corporation Master 23700 Chagrin Boulvard Cleveland, ❑H 44122 Buildeis 216 839-7500 ph www.masterbuilders.com Admixture Solutions _ Washing ton State Department ofTransporlIation Request for Approval of Material Contract FA Number SIR Date 9/14/2015 Section County SOUND VIEW MANOR KING Contra or Subeontra r LLOYD ENTERPRISES, INC TOTEM ELECTRIC This shall be completed prior to submittal. fi this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For RAM # assistance In completing, see Instructions and Example PE ; Hdgtr. Bid Item Material or Name and Location of Fabricator, Specification C Appel ; Appel No. Manufacturer's Product/Type Manufacturer or Pit Number Referents _ _1 --_ KRIS -TECH 1 EGROUNDING CONDUCTOR SANTAANA, CA 9-29.3(2)A2 1 [GROUNDING CONDUCTOR ADVANCED DIGITAL .THOMPSONS STATION, TN 9-29.3(2 A2 f ENCORE j 1 "GROUNDING CONDUCTOR MCKINNEY, TX 9-29.3(2)A2 _ CERRO WIRE I 1 GGROUNDING CONDUCTOR HARTSELLE, AL 9-29.3(2)A2 i 1 !GROUNDING CONDUCTOR SERVICE WIRE PHOENIX, AZ ! 9-29.3(2)A2 _ �� # INDUSTRIAL WIRE I 1 GROUNDING CONDUCTOR 1ARLINGTON HEIGHTS, iL I 9-29.3(2)A2 I SOUTHWIRE 1 GROUNDING CONDUCTOR CARROLLTON, GA 9-29.3(2)A2 AMERICAN INSULATED I f 1 GROUNDING CONDUCTOR PAWTUCKET, RI 9-29.3 2 A2 [ f I 'Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved E3 Yes E7 No 4. Acceptance Criteria: Submit Shop Drawings for'Approvar prior to fabdcation of mateiral. 5. Acceptance Criteria: Only'Approved for Shipment or'WSDOT Inspected or'Fabrication Approved Decar material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Fabrication inspection DOT Forth 350-071 EF Revised 1212003 State Materials Engineer Distrubution ❑ Region Materials ❑ General File ❑ Signing lnpsection ❑ State Materials Lab ❑ Other MIS 47365 9/ArM 5 Qualified Product List Wl jsbinstm SAzdo avport nt o Tr sportzwm t Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item:. Contract No: Date: 09-14-15 Manufacturer:Kris-Tech Wire Co hI c - Santa Ana CA September 14, 2015 Product Name: Grounding Conductors/Bonding Jumper Standard Spec: 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9114/2015 Qualified Product List j is orta^to f ,57 riparlat3mrs September 14, 2015 Qualffied Product gist Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-14-15 Bid Ztem: Manufacturer: Advanced Diciftal Cable Inc. - Thomgsons Sta if on, Ti Product Name: Grounding Conductors/Bonding .jumper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/14=5 Qualified Product List WASMaq too WO VW o�p*kmeat of T�amqxrniraon Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-14-15 Manufacturer: Enca •e Wire Limited - McKinneyCinney TX September 14, 2015 Product Name: Grounding Conductors/Bonding jumper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description: Bare copper wire Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9114MIS qualified Product List MWi�Fa�3tor+ *,rt�tc nr ra .a#gr portw-n September 14, 2015 Qualifl eta Product List Contractor Product information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-14-15 Bid Item: Manufacturer: CF_RRO Wire & Cable Co[n_pany- -Ja selle _A- Product Name: Grounding Conductors/Bonding 3umper Standard Spec: 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9+14=5 Qualified Product list O*PW& -ot of :1Cor4poia f o Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-14-15 Bid Item: Manufacturer: Sgrvice Wire Company - Phoenix. AZ September 14, 2015 Product Name: Grounding Conductor/Bonding Jumper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction :. Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9114/1015 Qualified Product List Qualified. Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-14-15 September 14, 2016 Manufacturer: Induat ial Wirp and Cable Corp- ArlingtQn H 'I hts IL Product Name: Grounding Conductors/Bonding Jumper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction: Acceptance Code: 3101 Code Description: Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note `Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9V14=15 Qualified Product List September 14, 2015 Qualified Product List Contractor Product information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-1415 Bid Item: Manufacturer: Soul wire Company -- Carrollton G Product Name: Grounding Conductors/Bonding Jumper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/14=5 Wias43iarf si2am rbnMt Pf rlanssp� Qualified Product List Qualified Product List Contractor Product Information Contractor: LLOYDS ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid item: Contract No: Date: 09-14-15 September 14, 2015 Manufacturer: American insulated Vire Ca. A.i.YV-.} - Pawtucket, Ri Product Name: Grounding Conductors/Bonding 3umper Standard Spec : 9-29.3(2)A2, Electrical - Conductors - Grounding Electrode Conductor Product Description : May be bare stranded copper wire or green insulated stranded copper wire rated USE Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: —� e Washington State ` Department of Transportation Request for Approval of Material Contract FA Number SR Date Section County SOUND VIEW MANOR KING GanHuor u n or LLOYD ENTERPRISES INC TOTEM ELECTRIC This shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted_ For RAM # assistance In a mpleting, see Instructions and Example PE Hdgtr. r Bid Item ' or Name and Location of Fabricator, Specification APPrI i ApP�I anuMaterial No. Manufacturer's Productrrype Manufacturer or Pit Number Reference Code Code .. MILES #202 PACIFIC; #203 KENT, r 1 r3000 W/AIR MIX DESIGN 04C4A WA 8-04.3(1) j MILES #202 PACIFIC; 20T, 1 14000 W/AIR MIX DESIGN 0442A WA 8-04.3(1) MILES #202 PACIFIC; #203 KENT, 1 ;4000P MIX DESIGN 04432F IWA 8-04.3 1 { 1 FINE AGGREGATE jMLLES PIT# B-329 9-03.1(2) i 1 COURSE AGGREGATE MILES PIT # B-329 9-03.1(4) ASH GROVE 1 :_CONCRETE TYPE 1-11 Sf=ATTLE, WA 9-01.2(i _ I LAFARGE 1 FFLYASH SEATfLE, WA 9-23.9 BASF CONSTRUCTION 1 [MASTERAIR AE90 CLiVELAND, OH 9-23.6 { BASF CONSTRUCTION i 1 :MASTERPOLYHEED 997 ;CLEVEtAND, OH 9-23.6 J I BASF CONSTRUCTION i 1 { MASTERSET DELVO CLEVELAND. OH 9-23.6 Project Engineer Date State Materials Engineer Bate Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for Acceptance' prior to use of material. Catalog Cut Approved 0 Yes L3 No 4. Acceptance Criteria: Submit Shop Drawings for'Approvar prior to fabrication of mateirai. 5. Acceptance Criteria: Only 'Approved for Shipment or WSDOT Inspected' or'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Fabrication Inspection DOT Forth 350-071 EF Revised 1212008 State Materials Engineer D€strubution ❑ Region Materials ❑ General File ❑ Signing Inpsection ❑ State Materials Lab ❑ Other MIS 47365 �4 �Concrete Mix Design in n Contractor Submitted By Date Totem Electric 9-16-2015 Concrete Supplier Plant Location Miles Sand & Gravel I Pacific, Kent Contract Number Contract Name Sound View Manor - Federal Way This mbt is to be used in the following Bid Item No(s): Concrete Class: (check one onlpd d ® 3000 ❑ 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ❑ Other Remarks: Lamed as_(. sarr�¢1 �' - �nrut Mix Design No. 04C4A Plant No. 202,203 Cementitious Source Type, Class or Grade Sp. Gr. Lbsfcy Materials Cement Ash Grove I -II 3.15 564 Fly Ast? GGBFS Sla Latex microsilica Concrete Manufacturer Product Type Est o; dmixtures Air Entrainment BASF MB-AE-90 _ 1-10 Water Redwer . High -Range Water Reducer Set. Retarder Other Water (Maximum) 271 lbslcy Water Cementitious Ratio (Maximum) 0.48 Design Performance 1 28 Day Compressive n4-1.41 �; 4,060 14 Day Flexurald e Is any of the water Recycled or Reclaimed? ❑ Yes ® No Ma Design Density 143.2 Wcfd 2 3 4 5 Average 4,240 4,440 4,380 4,470 4,320 Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections Reviewed By: DOT F rm35035UO EF Rey6106 PE Signature Date Distribution: Original- Contractor Copies To - State Materials Lab -structural Materials Eng.; Regional Materials Lab; Protect Inspector Mix Design No. 04C4A Plant No. 202,203 Aggregate Information Concrete Aggregates Component 1 Component 2 Component 3 Component 4 Component 5 Combined Gradation WSDOT Pit No_ B-329 B-329F� WSDOT ASR 14-day b ❑ Yes No ❑ Yes ® No ❑ Yes 0 No ❑ Yes Q No Q Yes ❑ No _ Results % Grading 57 Class 2 Percent of Total I 100% AqqTqate Specific Gravity 2.69 2.65 Lbs/cy tssd1 1860 1200 Percent Passing 2 inch 1-1/2 inch 1 inch 100 314 inch 78.7 112 inch 27.9 318 inch 17.7 100 No. 4 1.6 97.9 No 8 .1 85.5 No. 16 .1 1 70.8 No. 30 .1 46A No. 50 .1 16.5 No. 100 .1 4.7 No. 200 .1 1.7 Fineness Modulus: 2.85 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : N/A Notes: a Required for Class 4000D and 4000P mixes. b Aikali Silica Reactivity Mitigation is required for sources with expansions over 0.2 % - Incidate method for ASR mitigation. For expansion of 0.21 % - o.46%. acceptable mitigation can be the use of low alkali cement or 25% type F fiy ash. Any other proposed nutigatlon method or for pits with greater than 0.45% expansion, proof of mitigating measure, eitherASTM C12i D / AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04°/a or less, mitigation is not required. c AASHTO No. 467.57, 67, 7, 8:1NSDOT Class 1, Class 2; or combined gradation. See Standard Specification 9-03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1. f Actual Average Strength as determimed from testing or estimated from ACI 211. DOT Form 36"40 EF Revised WS 1�-& VWashington State Department of Transportation Contractor Submitted By Totem Electric Concrete Supplier Plant Location Miles Sand & Gravel Pacific, Kent Concrete Mix Design Date 9-16-2015 Contract Number Contract Name Sound View Manor- Federal Wa This mix Is to be used in the following Bid Item No(s); Concrete Class: (check one Oft) d ❑ 3000 194000 ❑ 40008D ❑ 4000E ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ❑ other Remarks: Can he uscri for 3 day conamin Mix Design No. 0442A Plant No. 202.203 Cementitious Source Type, Class or Grade Sp. Gr. Lbslcy MateriaIs Cement Ash Grove I >l 3.15 564 Microsilica Concrete Manufacturer Admixfurex Air Entrainment BASF Water Reducer BASF High -Range Water Reducer Set Retarder Other Water (Maximum) 246 lbs/ey Water Cemendflous Ratio (Maximum) 0.44 Design Performance 1 28 Day Compressive 5,0ti0 na........ N. l.nl[nelatel nce 14 Day Flexurald Product UB-AE-90 Polyheed 997 Type I ja 2-10 A 20-40 Is any of the water Recycled or Reclaimed? Mix Design Density 144.8 2 3 4 5 5,220 4,980 4,920 5,21 ❑ Yes 0 No Ibs/cfd Average f 0 5,080 Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: DOT Form 35"40 U Revised 6iN PE Signature Date Dlstrbwion: Original - Contractor Copies To - State Materials Lab Structural Materials Eng.; Regional Materials Lab; Project Inspector Mix Design No. 0442A Plash No. 202.203 Aggregate Information Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDDT Pit No, B-329 B-329 WSDOTASR 14-day 1 r Results °% b j 0 Yes ® No ❑ Yes ® No ❑ Yes 0 No 0 Yes ❑ No 0 Yes ❑ No Gradingc 57 Class 2 s Percent of Total 59 41 100% AggregMe - Specific Gravity l 2.69 2.65 Lbslcy f) 1860 1270 Percent Passing 2 inch 1-112 inch 1 inch 100 314 inch 78-7 112 inch 27.9 318 inch 17.7 100 No. 4 1.6 97.9 No. 8 0.1 85.5 No. 16 0.1 70.8 No. 30 0.1 46.4 No. 50 0.1 16.5 No. 100 0.1 4.7 No. 200 0.1 1.7 Fineness Modulus: 2.85 (Required for Class 2 Sandy ASR Mitigation Method Proposed b: NIA Notes: 2 Required for Class 40ODD and 4000P mixes. b Alkali Silica Reactivity Mitigation Is required for sources with expansions Over0.20°h - lnc iddate method farASR mitigation. For expansion of 0.21%- o.45%, acceptable mitigation can be the use of low alkali cement of 26% type p fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, pm of of mitigating measure, either ASTM C 1250 1 AASHToT303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation is not required. e AASHTO No. 467, 57, 67, 7, a; WSAOT Class 1, Class 2; or combined gradation. See Standard Specilicatlon 9.03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance W Standard Specification 9-25.1. f Actual Average Strength as determined from testing or estimated from ACI 211. DOT Forth 350-040 EF Revised 6/08 ToWashington State Concrete Mix Design Department of Transportation 9 Contractor Submitted By Date Totem Electric 9-16-2015 Concrete Supplier Plant Location Miles Sand & Gravel Pacific, Kent Contract Number Contract Name Sound View Manor - Federal Way This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) d ❑ 3000 ❑ 4000 ❑ 4000D 040008P ❑ 4000W [I Concrete Overlay ❑ Cement Concrete Pavement ❑ Other Remarks: Mix Dessinn No. 04432F Plant No. , 202, 203 Concrete Manufacturer Admixtures Air Entrainment Water Reducer BASF High -Range Water Reducer Set Retarder BASF Other Water (Maximum) 290 lbs/cy Water Cementitious Ratio (Maximum) 0.44 Design Performance f 26 Day Compressive 6,420 Stren th linders psi 14 Day FlexuraP Product I Type i Est. (a Polyheed 997 i A k 15-50 Delvo Stabilizer B,D 2D-90 e Is any of the water Recycled or Reclaimed? ❑ Yes ® No Mix Design Density 149.E lbs/cld 2 g 4 5 Average f 7,410 6,870 6,580 ! 7,010 6,860 Agency Use Only (Chock appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Wix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature DOT Form 6 � Distribution: Original - Contractor Ftevised Copies To - State Materials Lab-SWictural Materials Eng.; Regional Materials Lab; Project Inspector Mix Design No. t7-' 432F Plant No. 202.203 Aggregate Information Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation ! WSDOT Pit No. B-329 B-329 WSDOT ASR 14-day Results % b El yes ® No El Yes ® No ❑ Yes ❑ No ❑ ❑ ❑ Yes No Yes ❑ Nofi Gradingc 8 Gass 2 `�r � :;3=:.:..: Y =.: Percent of Total ! 100% A ate _ Specific Gravity 2.69 2.55 "'._ Lbs/cy (�) 1750 1370 Percent PAssina 2 inch 1-1/2 inch 1 inch 314 inch 1 /2 inch 100 3/8 inch 88 100 No. 4 17.4 97.9 No. 8 0.8 85.5 No.16 0.3 70.8 No. 30 0.1 46.4 No 50 0.1 16.5 No. 100 0.1 4.7 No. 200 0.1 1.7 Fineness Modulus: 2.85 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : N/A Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20%- Incidate method for ASR mitigation. For expansion of 0.21% - o.45%, acceptable mitigation can be the use of low alkali cement or 25% tyke F fly ash. Any other proposed mitigation method or far pits with greater than OAS% expansion, proof of mitigating measure, either ASTM C12601AASHTa T303 test resulls must ba attached. If ASTM C 1293 testing has been submitted indicating 1 -yes r expansion of 0.04%-or less, mitigation is not required. c AASHiTO No. 467, 57, 67, 7, a; WSDOT Class 1, Class 2; or combined gradation. See Standard Specification 9.03.1. d Required for Cement Concrete Pavements. e Attach test results indicating eon1ormance to Standard Specification 8 25.1. f Actual Average Strength as determined from testing or estimated from ACI 211. DOT Form 35D-M EF Revised $106 ASH GROVE Mill Test Report Plant Seattle Cement Type GU & I -II Low Alkali Production Period uiy 1, 2015 -August 1, 2015 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL Spec. Limit Spec. e item Tyne GU Limit Result SiO2 (%) " 20.7 AI203 (%) A 6.0 max 4.7 Fe203 A 6.0 max 3A Ca0 (%) A A 652 My0 N 5.0 max 6.0 max 0.6 „SO3 (°A) 3.0 max 3.0 max 26 igrtilim loss (°6) 3.0 max 3.0 max 1.5 Na20 (%) A A 0.30 K20 (%) A A 024 Insoluble residue (%) 1.5 max 0.75 max 024 CO2 (%) A A 0.6 Limestone (%) 5 max 5.0 max 1.0 CaCO3 in limestone (%) A 70 min 98 Inorganic processing addition (%) A 5.0 max 0.2 (Saghouse Dust) Potential phase composition (%)c C35 A A 62 C2S A A 13 C3A " 8 max 7 C4AF A A 10 C4AF+2(C3A) A A 24 C3S+4.75(03A) A A 94 Date 13-Aug-15 Certification No. 2015-13 : 911AN 11 Spec, limit Spec. ; eat item Type GU Limit Result Air content of mortar (volume %) 12 max 6 Blaine fineness (mz/kg) A 260 min 365 % Passing 325 mesh 72 min° A 95.3 Autodave expansion (9°) 1.0 max 0.80 max 0.06 Compressive strength MPa (PSI) min: min: 1 Day A A 15.8 (2290) 3 Days 14.5 12.0 26.8 (3880) 7 Days 20.0 19.0 35.3 (5120) 28 Dayse 26.5 A 45.9 (6650) Time of setting (minutes) Ycat Initial not less than 45 45 91 Final not more than 375 375 195 Heat of hydration (cat/g) 7 Days e e 83 OPTIONAL REQUIREMENTS ASTM C 150 Tables 2 and 4 CKMICAL pmc Limit 1pac. Test Item Type GU Limit Result Equivalent alkalies (°k) 0.60 max 0.46 ANot applicable. -rest result represents most recentvalue and is provided for information only. cAd)usted per Al.6. °fineness: 45pm sieve, maximum % retained, 28. Efhe reported 28 Days are forthe previous production period. PHYSICAL pec. urnit Spec. Test Item Type GU Limit Result False set (%) 50 min 89 ADDITIONAL DATA Inorganic Processing Addition Data Type 8aghuwe €3;15€ Amount (%) 02 Si02 (%) 14.4 A1203 (%) 5.3 Fe203 (%) 1-4 Ca0 (%) 42.6 503 (%) 0.7 Base Cement Phase CompasiUwm Gas (%) L•2 C2S (%) 13 C3A (%) 11 C4AF (%) We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of the ASTM C15OM-12 specification and the CSA A3001-13 Type GU specification. Signature: Title: Edward C. Rafacz Chief Chemist 3801 E Marginal Way S, Seattle, WA 98134; Ph: (206) 623-5596; Fax (206) 623-5355 .. L AFARG E NORTH AMERICA Cement FLY ASH TEST REPORT Analysis by: Lafarge Seattle Concrete Lab Sample from : Centralia Power Plant Average Analysis: July 1 - 30, 2015 Test Report Number 7-15 Class F/C Chemical An_alVsls Results Units Siiwn Dioxide MOO 47.3 % Aluminum Oxide (A6W 16.5 % Iron Oxide (FeX0) 6.1 % Total (SiOz) + (A60a) + (Fe203) 72 % 70% Min - ASTM Sulphur Trioxkle (SO3) 09 % 5% Max - ASTM Caldum Oxide (CaO] 13 % Magnesium Oxide 5.3 % Moisture Content 0.12 % 3 % Max - ASTM Loss on Ignition 0.38 % s% Max - ASTM Available Alkali as Equiv. Nap (previous montht result) 048 % Ph sisal Ana . ks Fineness Retained on 45 um (No. 325 Slave) 19.6 % 34% Max - ASTM Strength Activity Index with Portland Cement % of Control at 7 Days 93 % 75% Min - ASTM %of Corrhol at 28 Days (previous monfh's resulf) 104 % 75% Min - ASTM Water RequiremeMPerwntofControl 96% 105%Max- ASTM Autoclave Expansion 0.03 % 0.8% Max - ASTM Density 2.64 hq him Uniformity Rpgolrements Density, variation from Average 0.00 % 5% Max - ASTM Fineness 45um Sieve, variation from Average U3 % 59/6 Max - ASTM We hereby certify that the composite fly ash sample above meets the chemical and physical requirements of ASTM C618-08 and AASKrO M295-11 for class F and C fly ash. CME3ed- r Monlc2Jones Techniml Service Engineer WESTERN REGION 5400 West Marginal Way SW, Seattle, Washington 98106-1517 Office: 206.923.0098 or 8W.477.0100 Fax: 206.923.0588 am BASF The Chemical Company ante rAO AE 90 Air -Entraining Admixture Fommerly W18-AE 90• 033000 CUt-"Im Concrete 03 40 OD Precast mw to 03 70 OD Mass grate Features ■ Ready -to -use In the proper concentration for rapid, accurate dispensing Benefits * Improved resistance to damage from cyclic freezing and thawing ■ Improved resistance to scaling from deicing salts tr Improved plasticity and workability * Reduced permeability —increased watertightness In Reduced segregation and bleeding Performance Characteristics Concrete durabllfty research has established that the hest protection for concrete f rorn the adverse efects of tee2jng and thawing cycles and deicing salts results from: proper sir content in the hardened concrete, a suitable air -void system in terms of bubble size and spacing, and adiaquatO concrete strength, assuming the use of sound aggregates and proper rnixing, traasporUng, placing, consolidation, finishing and curing techniques. MasterAk AE 90 admixture can be used to obtain adequate fnaeze-thaw duabilin in a properly proPorknea concrete mkture, If standard Industry practices are followed. Air C4rrh M oetermtnutlon: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mbed Concrete by the PressuTe Method" or ASTM C 1731C 173K "Standard Test Method for Air Content of Freshly Morel Concrete by the Volumatric Method" The vir content of lightweight concrete should only he determined using the Volumetric Mehod. The air content should be verilted by calculating the gravirnetrc air content in accordance Wth ASTM C 1381C 138M, 'Standard Test Method for Density {Unit Wekdht), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verged by the Gravimetric Method, deviates by roots than 1.5%. the cause should be determined and corrected through equipment calibration or by whatever process Is deemed necessary. MASTER® ?>i3UILDERS SOLUTIONS MasterAir AE 90 Guidelines for Use Dosage- Thare is no standard dosage for MasWAir AE 90 admixture. The exact quantttyof air -entraining admixture needed for a grin air content of concrete varies because of drEfaences in =wrste-maiar:g materials and ambient conditions. Typical factors that might h&*nce the amount of air d incif hde: temperature, Camsnt fKxjs materials, sand gradation, sand- agg gate ratio, mbtle propardons, skurr p, means of oo wW hg and placerrnent, consollMon and flnlshirng fedmigw, The amount of MasWjr AE go admixture used wrl depend upon the arnowA of entrained eft required urtder actual job corxi'�tions. In atrial mature. use 0.25 to 4 A ozlcwt (16-260 mU100 kg) of ca eatiicx+s materhdl. Measure the air content of the Vial mixture, and, if nub, eifhar increase or decrease the quanftY of MasterAirAE 90 admbcturs to obtaln the desired air Content. In mbdurescontainiing water -reducing orset-ontrol admkbLu s, the armmt of MasterAlr AE 90 admixture rteetied may be swwwhat less than the amount required in plash concrete, qua to pcsslb9a changes in the factors that can affect ttne dosage of MasterAir AE 90 admM". 'frequent air caltent checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required In the mixture at the point of placement ff an unusually high or low dosage of MasterAirAE 90 admb twe is squired to obtain tit- desired air content, consul your local sales representatve. In such cis, it may be nary to determine that, in addition to a proper air content in the fresh concrete. a a tebla air -void system is achieved in the hardened concrete. Dispensing and i'P igrig: Add MesterAir AE Do admixture to the concrete mbdture using a dispenser designed forair- entrain ing admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount Foroprtrnhxn, consistent performance, theak-wtrainirkq adimbdure shodd be dispensed on damp, fume aggregate. If ri n vxxlcrete mica contains ine lightweight aggregate, freld evaluations should be conducted to determirw the best method to dispense the air-erdraine'ug adm'oxh m. 9ASF Corporation Admkk- Systems www.ouster-bullders soiutiorrs.bwf us Technical Data Sheet Precaution to a 2005 pul7iication from the Portland Cement Association FCA R&D Serial No. 27", it was reported that problemc air -void clustering ftt can poter#* feed to above normal decreases in strength waafound to cokv;idewkh late addbonS of W2ter to air-entrakned Concretes. Late additom of water include fie conventional prance of hd[V back water during batohhng far addWon atthejobsite. Thmdore, caution should be exercised with delayed acdrtions of water to air -entrained canaeta. Futlemwe, an air oontent check should bey performed after post-batching addition of any other materials to an Ek-entralned concrete mixture. Product Notes corrosivtty — Non -Chloride, Hon-Cormslvec MasterAir AF 90 admbcturs vA neither initiate nor promote cormslan Of relr0orc€ng and prestressing steal embedded in concrete, or of galvanized floor and rod systems. No calcium chloride or other chloride -based Ingredients are used h the manufacture of this admixture. cornpaifbillty: MasterAir AE gC admbxture may to used 0 c ombQhation with any t3A.SF admb Wa, unteas stated otherwise an the data sheetfor the other product. When used in conjuncture with other admixtures, each admkhma must be dispensed separatej� into the con=te ntdune. Storage and Handling Storage Temperature; MasterArAE90 admixture should be stored and dispensed at31 OF (-0.5 °C) or hgher. Although freezing does netteTnthisproduct, preoecrtbrsshoufdbetakentopmtectnfrorn freezing. IftAasWAirAE 90 admi xturafreezes, thaw at35"F(2 q ordxNeand complatelyreconstwtebyrnild mechsnicalagtation. Do not use pnnm rwd airfo' agitation. Shoff We. MasterAir AE 90 admiixtin has a minimum shelf life of 18 months. Depending on storage conditions, the shall life may be greater than stated. Please contact YOw local sales mpresenta# regarding {xritabifrty for use and dosage rev ommandations 'hf the shelf He of MasterAir AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. page 2 of 3 LA ® BASF The Chemical Company MasterPolyheed"' 997 Mid -Range Water -Reducing Admixture Farmer) P*Heed 997' 033000 CwWri-N= Owrete a3 40 00 Precast concrete pg 70 OO Mass Concrete Features Q True mid -range water reduction (5-15%) and excellent performance across a wide skimp range, especfaly the difrrcutt slump range of 5-8 in. (125-20C) mm) * Superor wort zbfl ty, purnpabllily and ftshabTty qualities even in concrete mbtmes containing low amounts of cementitlow materials * Superior fiNshing chwicteristk= for resderdlal/cornmerciai filatvork and formed surbces Benefits a Signiflcan* reduced placement and finishing time resuRhtg in loves in -place concrete costs a Higher strength at al ages er Enhanced con-,rmte durability 0 Increased service Ofe of concrete structures Performance Characteristics Mtxtvre l]ata: 500If71yrJ' 995 kWWP) ofType 1 cement, slump 6-7 in. (150-180 min); 5-6% sir- concrete temperature 70 T (21 *Q; ambiant temperature, 70'F (21 'G). seiihttg Time Perflxmaotce' Initial Set 1:19fereme Nub" QLanin) (h3nm) Reference 6:01 — MasterftMMed 997 adMAn 5 fi oz/cwt (325 mU100 kg) 6:22 +0'21 10 fl oz/cwt (650 mU100 kg) 6:57 +OM 15 fl oz/cwt (9W MU100 k9) 7:31 +1:30 MASTERO >>BUILDERS SOLUTIONS MasterPolyheed 997 Compressive Strwgttt, psi (NIPa) Storage and Handling Mixture 7-Day 2&Dap Storage Temperature: fl Masts Plain 2360 (16.3) 3320 (22.9) ttastarPoyhwd 997 admixture 0 5ft oz/cwt (325 00W kg) W60 (21.1) 3930 (27.1) 10 fl ozfcwt (660 mill00 kg) 3740 (25.8) 4610 (31.8) 15 fl ozlcwt(980 mV100 kg) 4620 (31.9) 5460 (37.7) 'Nola: The data Shown are b=d on conbuW laborstory tests. P.aasonrah?a vas from the ramb drown here may be emmmwd as a resat of d -ices In cornxets mwMV rrwkw4Vs and jobske cony ions Guidelines for Use Dosage. MasterPolyheed 997 admixture has a recommended dosage range of 3-15 fl oz lowt (195-980 mU100 kg) of cemeititious material for most concrete mixes. As the dosage of MasterPdyheed 997 admixture increases to 16 A o9cwt (980 mV100 kg) of cementitious materials, normal concrete setting characteristics are maintained and early and ultimate dompressh a strengths increase. BASF does not recommend the use of dosages outside the recommended range without trial testing. Consult your kcal sales representative for assistance in determining the dosage for optimum performance. Product Notes comdviiy — Nan-alortda, Non -corrosive: Masterpoviwd 997 admixture will neither initiate nor promote corrosion of rainfoming or prestressing steel embedded in concrete, or of gatrranized steel floor and root systems. MasterPomeed 997 adrrmtcture does not contain intentiorialy added calcium chloride or other chlorite -based ingredients. Corrtpatibtltty: MasterPolyheed 997 admixture may be used in combination with any BASF admixtures. When used in conjunction with other admixtures, each admbdum must be dispensed separatsy into the concrete mixture. BASF Corporation Adrr*Wre Systsrrms www.master--bulidem-soWar,sbasf us Technical Data Sheet rPolytraed 997 admixture freezes. thaw at 35 IF (2 °C) or above and completely reconstitute by mild mechenlcai agitation. ilr► not use pressurized air for agitatlm. Shen LNe: MasterPolyheed 997 admixture has a minimum shelff life of 18 months. DeWding on storage conditions, the shelf Ate may be greater than stated. Please contact yaw kcal safes representative regarding suitability for use oriel dosage recommendations lf the shelf He of Masteri'oyheed 997 admixture has been exceeded. Packaging MastarPoyheed 997 admixture is supplied in 55 gal RM L) drums, 275 gal 0040 Q totes and by bulk delivery. Related Documents Safety Data Sheets: N%LterPolyheed 997 admixture Additional information For additional information on MasterPolyheed 997 admixture or asuse h developing concmtenuxturesvVahspedalperformance r hamcteristics, contact your local sales represrrntatW- The Admixture Systems lousiness of BASFs Construction Chemicals division is the leading provider of solutions Ow Improve placement, pumping, finishing, appearance and performance characteristics of specialty comrets used in the ready -mixed, precast, manufactured concrete products, underground constructlon and paving markets. For over IGO years we have offiared reliable products and Innovative technologies, and through the plaster Builders Solutions brand, we are connected globally with experts {rem many Melds to provide sustainable solutions for the corA MJction indusby. page 2 of 3 DoBASF The Chemical Company Master et° DELVO Hydration Controlling Admixture DELVO Stabilizer'' 03 3a o0 Cast4n-Piave Canarete 03 40 00 Precast cWrste fl3 70 00 Mass cnncxe* Features • Reduced water content required for a g'nren workability ■ Retarded setting time charactedsks ■ Improved workability Benefits or Provides fisxlbilityr in the scheduMg of placing and finishing operations * Offsets the effects of slump loss during extended delays between mixing and placing * Reduces waste associated with concrete washwater and returned concrete s Increased strength — compressive and flexural Performance Characteristics Rate of Hardening: The temperature of a concrete mixture and fire ambient temperature (farms, earth, air, etc j affect ttie hardening rate of concrete. At higher temperatures, Concrete hardens more rapidly which may cause problems with ptadn9 and finishing. One of the -functions of MasterSet DELVO adm6dure Is to retard the set of concrete. Within the normal dosage range. itwii gener4 exmnd the worldng and setting Curies of concrete oanteining normal portiand cement, p/ ash, slag cement and sllica time appro)dmed* 1 hour to 5 hours compared to a plain concrete rr�xhrre. Pl depends on job materials and temperatures. Trial mbdures should be made under approximate jvb cnriddlons to determine the dosage required. Compressive Strength: Concrete produced with MasterSet DELVO admattrmwill develop higher eartyr Wfil n 24 hours} and higher ultimate strengths than plain course when used within the recommended dosage range and under nonrr alp comparabia curing conditions. When MasterSet DEWO admixture is used In heat -cured concrete, the length of the preheating period should be increased unhi the initial set of the concrete is achieved. The actual beat -curing period Is then reduced aceordingty to maintain existing production cycles without saofl oing early or ultimate strengths. MASTER" OBUILDERS SOLUT10N5 MasterSet DELVO Guidelines for Use Dosage; MasterSet DELVO admixture is recommended for use at a dosage of 4 : 1 fl ozlcwt (260 ± 65 mU100 kg) of cementitipus materials for most concrete mixtures using average concrete ingredients. Because of variations in job condifion8 and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. For concrete wastewater and returned concrete stabilization, utilize MasterSet DELVO charts or the Delvomatic- software to determine the appropriate dosage rates. Product Notes Gorrosivity — Aeon -Chloride, Non-Garresive: Masten DEWO admb=re will rnalthar Initiate nor prornote cwrosionof reinforcing steel in concrete. This admxture does not contain Intentionally - added glum chiodds or other chloride -based ing vd]ents. Gottmpatibiiit . Abster$et DELVO admixture may be used in combrotion with any E44SF admIxture. WheP used in cmiuxa m with another adimbet.nro, each admixture must be di*pa�sed separately Into the mixture. BASF Corporation AdnV,w'e Systems wnrvw.mastar•builders-Sctuttnnskasf us Technical Data Sheet Storage and Handling 5ipr.ge Temperature_ MasterSet DELVO admodt should be stored ebove freezing temperrtixes, if IvtasterSet DELVO admixturefreezes, thaw at 35 °F (2'Q or above and ccmpleteIY reconstWe by mild mechanical agitation. Donot use pressurized eirfor'agiration. Shoff L te: hkvAarSet DELVO admixturs has a minimum shelf 6fe of 12 months. Dep n&g on storage conditions, the shelf 1•,1e may be greater than staled. Please oD ntact your focal sales representable ring sultabsity for use and dosage recommendations if the shelf life of fvlasterSet DEVO admixture has bean exceeded. Packaging MastwSet DELVO admixture is supplied in specal}y designed 55 gal (208 Q dnims, 275 gal (1040 p totes and by bulk delivery. Related Documents Safety Data Sheets: MastwSet DELVO admixb.n'e page 2 of 3 rational Ready fixed Concrete Association IT . Certificate of Conformance For Concrete Production Fadlities HRMCAu THIS IS TO CERTIFY THAT `• Pacific Xant No. 202, ,Paci c, W Kffes Seed Grave (' in any .bt �,n inspected by the undersigned licensed ptofft4obalengi W- fox=eonfomiance with the xtgQiirements of the Check Lut far Aeady4d Concrete Pm&fip Facilities: As'osf the iins�tion date, the facilities met the rto iiements for produLdon by Central fixing with Automatic Batchink acid Recordings o, f' CeInenti&us Materials, Aggregate., Wafer, and CheniicalAdmLdures Signature of Lioumd PrAss orial E$ginecr Lispection Date ifica i 4�pu'aRon Date :..:..., T�tt maintain th facititCes cati><piaiicewi�iac'i[ iequfsents and will. - y ictencles which, d0blop: Signature of Company Official 'tile of ,otnpsny Official NOT?[GE: the Check l tstindigtes onlyfhrft plantfaciGdes ere a ijrfoj the prpdudran of aonaefa+�iren properly oyeraa�i. Conbmance of the =zfete.itsaK wM spmf ibm requrranerds must be vat W by us l r methods itraaarda"w3h agr is Ih&c+ii 's issif°d by fhe National Ready Maed' Wbe(e Assbct RM on' n yi &:n thQ ftgoduep may. aintorms ha the req�ts of the NRNiC]I CeitifscaGon of Ready KaW Cdnaele Prodlcbon Facbm QCa. "Oft end OodixWo or Aftme'of f1' cerfficate may res0 in legal avtim- Plant ID #: 801670 (0 1065, I992, 2601, 2002, 2006, 2007, 2012 Cerfifiication 1D 0:17997 110tiona[ heady Hked CoMeCW AWCiation 900 Spring Spftt • Silver Spring w Hanyland 20910 National Ready Mixed Concrete Association r Certificate of Conformance For Concrete Production Facilities THIS is To cERwy THAT Kent Plant No. 203, Kent .o WA Miles Sawd & Grove! Compon . y has been inspected by the undersigned licensed professional engineer for conformance with the requirefnents of the Check List for Ready Mixed Concrete Production Facilities. Asofthe ingpection.date, the facilities met the requirements for production by Central MWng with Automatic Batching and Recordings of Cement WM aterWs, Aggregate, Water, and ChemicalAdm&tures 9*atm o ceNed es s�onal Engineer L greh 9p 2.917 ssrCertification Expiration Date Thi facilities- in compliance with the Check List requirements and will correct proraptV any doficiencles which develop, ftnx of CwWokhy Official etc i4a'k4 aqcr ritlei 96tnpa n--y UMCM41 NOTICE. mmzfiackLW1ndFmes Only W Pard laaifies are satisfsr.,ory for ft PO&Idbri Of =wFBl8 when pmpeilyoperated. conmis bdvfi spectcs6n r*keffmls mug be vmMM by usual Wpem methods in a=rda Dce wb sales ag—men& T h fs =H= Is bw6d by ft Natioml Ready Wd Concrete AsmGjafiDn on yaffKako M the praiduckn WRy Mn (am to the MqffVftr0flS DI tO N RMCA Cuffw6w of Ready Wed CMa0e Pmducfim Fames, QG1 UnauMc&W mprodmion or misme Of ft w4kalba my MSS in 41 Plant Mil] #:961915 Certification ID*' 17999 0 1965,1992,2001,2002,2006,2007,2012 National Ready Mixed Corlamft AssociatioB 900 Spring Street 0 Silver Spring 0 INW11110 20916 Washington State F Departmnt of Transportation Request for Approval of Material Contract FA Number SR Date g/14/2015 Section County SOUND VIEW MANOR KING Contractor Subcordractor LLOYD ENTERPRISES, INC TOTEM ELECTRIC This shall be completed prior to submittal. If this form Is not complete at time of For WSDOT Use Only submittal it may be rehrmed for information that was omitted. F" RAM # assistance In compleffag, see lnslrucdons and Example PE Hdqtr. Bid Item Material or ? Name and Location of Fabricator, Specification APprl Appr1 No. i Manufacturer's ProducdlType Manufacturer or Pit Number ; Referenee Code _ Code JM EAGLE 1 (PVC CONDUIT TACOMA, WA 9-29.1(4)A RID ELINE PIPE 1 iPVC; CONDUIT EUGENE, OR 9-29.1 4 A i.PVC SCEPTOR/KRALOY I { 1 FITTINGS FAIRFIELD. OH '' 9-29.1(4)A PICOMA BY BECK 1 PVC FITTINGS WAYNESBORO, PA � 9-29.1(4)A RIDGELINE PIPE 1 PVC FITTINGS EUGENE, OR 9-29.1(4)A i f HERITAGE PLASTICS 1 PVC FITTINGS WEATHERFORD, TX 9-29.1(4)A JM EAGLE 1 :PVC FITTINGS TACOMA, WA i 9-29.1(4)A l t I ' Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for Acceptance' prior to use of material 3. Acceptance Criteria Catalog Cuts for'Acceptance' prior to use of material_ Catalog Cut Approved ❑ Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of mateiial. 5. Acceptance Criteria: OnlyApproved for Shipment or'WSDOT Inspected' or'Fabrication Approved Decar material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9_ Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution [] Contractor Region Operations Engineer ❑ Fabrication Inspection DOT Form 350.071 EF Revised 122006 State Materials Engineer Distrubution Region Materials ❑ General File ❑ Signing Inpsection State Materials Lab Other M/S 47355 9H1M5 Qualified Product List `�.r,sY' i✓s�-��:�nt o. ransp_•riY3,t+�1� Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRIESES Sub Contractor: TOTEM ELECTRIC Bid item: Contract No: Date: 09-11-15 Manufacturer: JM Eagle -Tacoma,... W Product Name: PVC Conduit - Schedule 40 and Schedule 80 Standard Spec : 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit Product Description : PVC conduit Product Restriction September 11, 2015 Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9f11=5 CK"ified Product Last t?%7 T3:-frz.�rnetst of 3rnori t+csx September 11, 2015 Quaf flp ed Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: Ridgeline Pi e Manufac urn LC - Eugene -.OR Product Name: PVC Conduit: Scuedule 40 and Schedule 80 Standard Spec: 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit Product Description : PVC conduit: Scuedule 40 and schedule 80 Product Restriction Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11/2015 Qualified Product List �^ +rt fshui ,ter State �,F' �c parYas�n� Pf'$'r�rs+t�or3�tiass Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: SCelai.arlKra,OV - Eairfield. 01 Product Name: PVC Conduit Fittings; Schedule 40 and 80 Standard Spec: 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit September 11, 2015 Product Description: PVC Elbows: 90, 45, 22.5, 11.25 degree; Couplings, Terminal Adaptors, End Bells, End Caps; Access Fittings: C, E, T, LB, LL, LR Product Restriction : Acceptance Code: 3101 code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11/2015 Qualified Produd List September 11, 2015 Qualified Product List Contractor Product Information Contractor: LLOYD _ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: ei Beck Manufacturing) - Wa es Product Name: PVC Fittings, Couplings and Elbows Standard -Spec : 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit Product Description : PVC conduit fittings, couplings and elbows; Schedule 40 and 80; and manufactured by Kraloy or Scepter Product Restriction: Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions` when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: -Verified By: Date: 9/11MIS Qualified Product List ate" Wasi9in, ton stoko vepa i�znt a1 iY.�rsxp�ti 4 Qualified Product List Contractor Product Wormation Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor; TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: Bidcveri a ipe Manuiac ubi _. !_LC - Eugene. OR Product Name: PVC Conduit Fittings, Sweeps and Elbows Standard Spec : 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit September 11, 2015 Product Description : PVC conduit: Fittings, sweeps and elbows; Scuedule 40 and schedule 80 Product Restriction: Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL, Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11M5 Qualified Product List • -V rc P.wW t #4 i ransPor1afTon Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid item: Manufacturer: Hent�aae-P_iasl'c Inc-- WeaL11—er rd.1-X Product Name: PVC Fittings and Elbows Standard Spec : 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit September 11, 2015 Product Description: PVC fittings and elbows: Schedule 40 and schedule 80 Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: W11/2015 Qualified Product List qTFw1 ¢ 4mgloii'st o to t l � M T 7l�ak:tgn Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: manufacturer: �-!t�I Ea�Ee - Tacoma, WA Product Dame: Elbows: Plain and Bell Ends Standard Spec : 9-29.1(4)A, Electrical - Conduit - Rigid PVC Conduit September 11, 2015 Product Description: PVC conduit elbows: Schedule 40; Plain and bell end (90 deg, 45 deg, 22.5 deg, 11.25 deg); Schedule 80; Plain and bell end (90 deg, 45 deg, 22.5 deg) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: ` Washington State Department of Transportation Request for Approval of Material Contract FA Number SR Date 9/14/2015 Section COUnty SOUND VIEW MANOR KING O a or Subcontractor LLOYD ENTI=RPRISES, INC TOTEM ELECTRIC This shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal It may be retumed for inforrnation that was omitted. For RAM # assistance In completing, see lnsf aons and Example PE 1 Hdgtr. Bid Item Material or Name and Location of Fabricator, Specification Appel I Appel No. I Manufacturees Productirype Manufacturer or Pit Number W� Reference Code Code H2 PRECAST 1 ',',:JUNCTION BOXES EAST WENATCHEE, WA 9 29.2(1)A FOGTITE 1 iJUNCTION BOXES SEATTLE, WA 9-29.2(1 A 1 IGROUND_ RODS ERICO ,SOLON, OH L 8-20.3(9) _ I WILCOR GROUNDING 1 ;GROUND RODS SEATTLE,WA 8-20.3(9) NUCOR STEED_ ` 1_11 ; REBAR SEATTLE, WA 9-07.2 } CASCADE STEEL 1 REBAR IMCMINNVILLE.OR 9-07.2 I JI j s Ij p I I }3 Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Car of Compliance for'Aoceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved E3 Yes E3 No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment' or'WSDOT Inspected' or'Fabrication Approved DeceP material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution Contractor [� Region Operations Engineer Fabrication Inspection DOT Form360-071 EF Revised 12/ M State Materials Engineer Distrubution �] Region Materials [] General File [] Signing Inpsection State Materials Lab ❑ Other _ MIS 47365 9/11/2015 Qualified Product List ��® B�pgrirese�i ni Transporta4iext Qualified Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: r2 e're-Cast Floc. - I=ast Wenatchee w September 11, 2015 Product Name: Precast Concrete Junction Box - Type 1, 2 and 8 (Locking Lid) Standard Spec : 9-29.2(1)A, Electrical - Junction Boxes - Precast Concrete Type 1, 2 and 8 (Locking Lid) Product Description : Precast concrete junction box; Standard duty; See Standard Plan J- 40.10-01 and 3-40.30-00 for further details Product Restriction : Acceptance Cade: 5120 Code Description: Acceptance is based on field verification of W.S.D.O.T. INSPECTED stamp. Document, in the field inspector's IDR, the fabrication inspectors initial, quantity and either F or D for foreign or domestic steel and/or iron or not marked. If the Contract contains a Buy America clause and the material is marked F or not at all the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: SM 1/2015 Qualified Product List September 11, 2015 Quah; V ed. Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: Fog^Tite Mete Seal Co Ipc. - ea le Product Name: Precast Concrete Junction Box - Type 1, 2 and 8 (Locking Lid) Standard Spec : 9-29.2(1)A, Electrical - Junction Boxes - Precast Concrete Type 1, 2 and 8 (Locking Lid) Product Description : Precast concrete junction box; Standard duty; See Standard Plan 3- 40.10-01 and 3-40.30-00 for further details Product Restriction : Acceptance Code: 5120 Code Description: Acceptance is based on field verification of W.S.D.O.T. INSPECTED stamp. Document, in the field inspector's IDR, the fabrication inspectors initial, quantity and either F or D for foreign or domestic steel and/or iron or not marked. If the Contract contains a Buy America clause and the material is marked F or not at all the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: afil 15 Qualified Product List VJ�sL''at�s Si nth rA dip t#4 tllr 4 Yi Quaffed Product List Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date; 09-11-15 Bid Item: Manufacturer: ? hco International Corporation - Solon. 0H September 11, 2015 Product Name: Eritech Ground Rods: 611205, 611300 and 615880, 615883, 615800, 615803, 615812, 615815 Standard Spec : 8-20.3(9), Electrical - Ground Rods and Hardware Product Description : Copper -clad grouund rod: 1/2-inch diameter - 10-foot; 5/8-inch diameter - 8-foot to 15-foot Product Restriction : Acceptance Code: 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Apr 25, 2014 To be completed by the field inspector: Quantity: Verified By: Date: EIJilr IR Quaff ified Product List _anh �� t3[¢,�r3m=i�� of a ��*+sFrsrit�tion Quali r lcd Product List Contractor Product Information Contractor: LLOYD ENTERPRISE_ S Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: WHcor QroundiDg Systems - Seattle. September 11, 2015 Product Name: Ground Rod: Model; WA588C; Ground Rod Clamp: Model; WAG-5/8. Standard Spec : 8-20.3(9), Electrical - Ground Rods and Hardware Product Description : Copper -clad ground rod with bronze ground rod clamp Product Restriction: Acceptance Code : 3102 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy America clause the PE❑ is responsible for acquiring a Certificate of Material Origin from the Contractor. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: slii 015 QWified Product List AWIL Mhkt 3Wx*n stntc vapor +tx�nt 47 `rropsyrartatiore Quali € €ed Product List Contractor (Product Information Contractor: LLOYD ENTERPRISES Sub Contractor: TOTEM ELECTRIC Bid Item: Contract No: Date: 09-11-15 Manufacturer: Nucor Steel -Beattie - Se f W Product Name: Steel Reinforcing Bar Standard Spec: 9-07.2, Reinforcing Steel - Deformed Steel Bars September 11, 2016 Product Description : Deformed steel reinforcing bar; ASTM A 615: Grade 40 #3, #4, #5, #6 (Straight); Grade 60 #3 through #18 (Straight); ASTM A 706: Grade 60 #4 through #18 (Straight) Product Restriction Acceptance Code: 2215 Code Description: Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1-06.3 and the lot (lots) or batch of material being certified, where applicable, shall be identified. This documentation is required with each delivery of material to the project. Supporting mill test reports indicating that the product meets the applicable specifications may also be required. If the Contract contains a Buy America clause the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Mar 26, 2012 To be completed by the field inspector: Quantity: Verified By: Date: aflir 15 Qualified Product ust AigN yyash=nsto stiwto Vepaftym ntofyransporisrm" Qualified Product fist Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 0911-15 Bid Item: Manufacturer: Cascade Steel Rolling Mills - McMinnyill-e. 0 Product Name: Steel Reinforcing Bar Standard Spec: 9-07.2, Reinforcing Steel - Deformed Steel Bars September 11, 2015 Product Description: Deformed steel reinforcing bar - ASTM A 615: Grade 40 #3, #4, #5 (Straight); Grade 60 #3 through #18 (Straight) and #3 through #6 (Coil); ASTM A 706: Grade 150 #3 through #18 (Straight) and #3 through #6 (Coil) Product Restriction: Acceptance Code: 2215 Code Description : Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard Specification 1-06.3 and the lot (lots) or batch of material being certified, where applicable, shall be identified. This documentation is required with each delivery of material to the project. Supporting mill test reports indicating that the product meets the applicable specifications may also be required. If the Contract contains a Buy America clause the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Mar 26, 2012 To be completed by the field inspector: Quantity: Verified By: Date: Washington State = t Departure of7ranaporta#ion Request for Approval of Material Contract FA Number C SR Date 9/14/2015 Section County SOUND VIEW MANOR KING on or u con or LLOYD ENTERPRISES, INC TOTEM ELECTRIC This shall be completed prior to submittal. if this form is not complete at time of For WSDOT Use Only submittal if may be returned for information that was omitted. For RAM # assistance In comple&r , see instructions and Example PE Hdo Bidpecificabon em MahHiall or Localion of r SReference NaMan me nufacturer Apprl Manufacturers PrcducVType or Pit Numbed Codel _ Code EDISON FUSEGEAR 1 ':MCL FUSES DES PERES, MO 9-29.7(2) 3M ELECTRICAL 1 82-131 SPLICE KIT AUSTIN, TX 9-29.12(1) i { PVC CEMENT ' UNITED ELCHEM I DALLAS, TX 9-29.1 > RECTORSEAL 1 FPVC CEMENT HOUSTON, TX 9-29.1 i SONOTUBE 1 `•SONOTUBE HARTSVILLE, SC 7-02 I _ CULLY ' 1 'WARNING TAPE SEATTLE, WA 9-29.1(6) DOTTIE 1 WARNING TAPE I COMMERCE, CA 9-29.1(6) i I Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and state Materials Laboratory I- Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project 2. Acceptance Criteria: Submit Mfg. Cer of Compliance for'Acceptance' prior to use of material 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved a Yes C] No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of mateiral. 5_ Acceptance Criteria: Only Approved for Shipment' or'WSDOT Inspected' or'Fabdcation Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Materials Certificate of Origin to Project Engineer. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory forApproval Action. 8. Source Approved: 9_ Approval Withheld: Submit samples for preliminary evaluation. 19. Approval Withheld: 11 Remarks: Project Engineer Distribution ❑ Contractor [] Region Operations Engineer Fabrication Inspection DOT Form 350.071 EF Revised 1MMS State Materials Engineer Distrubution ❑ Region Materials ❑ General File ❑ Signing Inpsection [] State Materials Lab ❑ Other MIS 47365 9111=15 CW ified Product list t=s'`�' F}� partArit*n� rfi ieansporaatsps� Qualified Product Dist Contractor Product information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: _ Manufacturer: Edison Fusegear =Des Peres, MO September 11, 2015 Product Name: Model MCL Fuse Standard Spec : 9-29.7(2), Electrical - Luminaire Fusing and Electrical Connections (Fuses) Product Description Product Restriction The fuses must be the type and model specified and approved. No substitutions are allowed. Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By: Date: 9/11/2015 Qualified Product List MZA� n to+t $'tat'# vvp-vtm� of -r pwatkn September 11, 2015 Qualified Product Dist Contractor Product Information Contractor: LLOYD ENTERPRISES Contract No: Sub Contractor: TOTEM ELECTRIC Date: 09-11-15 Bid Item: Manufacturer: 3 . - E c I-ieaf Dv's`an Vof'ta e - A in �- Product Name: 82-Bl Scotchast Wye Resin Splice Kit Standard Spec : 9-29.12(1), Electrical - illumination Circuit Splices - Taps Product Description : Non-reenterable epoxy resin splice kit; 82-Bl - Wye splices for compression tap connectors (e.g., C-tap or H-tap) Product Restriction : Acceptance Code: 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL Note `Restrictions' when present. Last Updated: Sep 13, 2010 To be completed by the field inspector: Quantity: Verified By; Date: '19 fr i>NSO�l��s� ulftd Behein Ind& es PHI: 1-90b321-9512 FAR:1-6. 321-9535 iEa9WAL5V"rFrAr r '`o-q,I PLASTI-WELD"` 403 SERIES MEDIUM GREY PVC SOLVENT CEMENT Page 1 of 2 TECWcALSPFnFICAT1M- Flasti-Weld 403 SeriesMechum Gray PVCSoivent Cement is recommended forsaivent welding an schedules and classes of PVC pipe and flttings up to fi diameter_ Medium Gray PVC Sohmst Cement can be used far potable water, sewer and drain, waste and vent systems Noise: This produtt is not for use in a system using or bebW tested by compressed air or ®ses_ PFfi'SiCAIICHEJKiCAr OPEFMES Appearance Gray Uquid Viscosity minimum 500 cps @ 73' F } 2' F Lap Shear strength (minimum perA!511M Standards) 2 hours 250 psi 16 hours 500 psi 72 hours 9W psi Set Up Time 30' Fto 50' F S-6 minutes S0' F to 70' F 3 —4 minutes 70'FtoSWF 1--2 minutes Shelf ilfe 3 years from manufacture date Maximum VOC per SCAQMD 116W16A or W.QMD Method 40: 650 &A INWMIEWS (CAS_IV t-b-r Acetone (67-644) Amorphous Silica (112945-52 S) Cydohexanone(108-94-4) methyi Ethyl Ketone (78-933) PVCResin W2-86-2) 1'etrahydrvfuran (109-99-9) APPROYNAAND LU BE 4� NSF Standard 51 IAPMo fasted for PW, DWv, SEWER Meets ASTMstandard D-2564 PROD=Nums R SM PACK CAMN 403M 4fl. oz. 24 9 lbs' 403565 S tL oz 24 16 K 40346S 16 fL oz- 24 271bs. 403365 32 fl, oz. 12 28 0;s' 40324 52 lbs v 2f20M A4 �� �ri �Rw 1 ■•fir Umted Odrern lndusWes PW14910..221.9sn FAY-146"21--9533 WaffWALSUPAMAL MECT12g ron USE Read aA direr carefift before using this product - Do riot hfeathe vapors. Use only in well ventilated area. If fonxxi airvcrttilatsan is rued, be sure it does not cause fire hazard from soh► a t vapors. If adequate ventilation cannot be provided, wear a NIQS"Ppraued M&Pirator for organic solvents. Do notuse orstore near heat, sparks, or flame!. Do notsmolce, eat ordrinkwhen using- Do not take Internally. Vapors may accumulate in low places and may explosively. Sidonand use attmWeratuures between 40a F and UM F. At termpera tares MEMIde of this range, spec al care must be taken to Prepare good Joints and prevent exposures to solvents Stir or shake before using%file like,dcm'tuse- Donotthia KeeptorrWhmT eased when not In use- Avoid eye and skuh contact -wear safety glasses with side shields and wear rubber gloves. L Square pipe ends and remove all buns and dirt. 2. Check dry fit df pipe and fit&W, Pipe should easily go 1/3 ofthe way hhto the fitting if the pipe baRtonLs, it should be smug 3. Use a suitable applirataratleast 3%2thesizeOf the pipe 41ameter. For larger size Pipe systems Use a matured bristle brush or railer. 4. Clean pipe and fitting with a fisted prirrler. S` Apply liberal out of c;ecneottio pipe to the depth ofthe socket leave no uncoated surface. 6. Applya thin coat of ownent to inside of fitting; avoid puddling of cement Puddling can cause weakening and premature failure of pipe or fibrin& Apply a second rot of cenherd to the pipe- i. Assemble parts QUIMY. Cernem must befluid- If cement surface has dried, recoat both parts & Ns h pipe FULLY into fitting using a 1/4 turning motion until pipe battn 9. Hold pipe and fitting togm hes for 30 secauuis to prevelrt pipe push -out— Ionger at cold temperatures. Wipe off excess lit Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 609F before hvdmstabc pressure tesbrig UP to 180 psi. Lomereure.ftnes may be required at wmperatures below 604E or with pipe diameters over3". This product is notfor use with caustic or acidic chemical solutions. PLASTE-WEIVu 403 SERIES MEDIUM GRAY PR/CSOLvENT CEMExT Page 2 of 2 PitECAU-iiQM Read ail mudom care" before using ills Product. DANGElkl pTXMay JWIIYIAaMVAPORS MAY CAUSE RASH FIRFS. MAY 1RRITAM EYES AND SKIN. VAPOR KLWPUL MAYlJWATERESPiRAT0RYTRACTAND Cmm CENTRAL NEW*W SY=m DEPRW ON- 11ARh7F1lL DR FATAL If SWALLOWED - &Nay cause irritabm to eyes, s4rr, and nose, throat' and respiratory tract N4ay rouse coughing: sore throat dilncultY breathing, headache, dizxness, nausea. Wng term repeated overexpasurPsto solvents may cause damage to the brain, nemussystm% reproductivesystem resprAmYsystern, rrwc ous membranes, irver, and ki&wr- HRS17AIM If slvallmNA, DO Mar INDUCE VOMITING. Drink water and call a doctor orpolson cm&Ol mter Inln diately. This product may be aspirated into the lungs and cause chemical pneurnmitis, a potentially fatal oand Mon. if contact With eyes. Such with water for 15 minutes and seek medical attention if irritation persists. if costtaci with skirt, fkrsth with orates and then use baby A to remove residue. if inhaled and a feanp develop, ptbvsh air and obtain medical attention if iil feehngs persist - FIRE Use day chemcal, ioaM or carbon dioxide endieguisher. Waiter spray may be applied to rectum potential vapors or for cooling awning fiquid extinghrt wd wit' waver will float and may rerWite on surface of water. SpR Re nam all sources of igrnitwn and-1013te ama- persoruvei cleaning up the Will should wear appropriate personal protectixe equipment. Induding respiratars If vapor concentrations are higk Soak up qA with absoeoest material. Put abso lb rnateria I in covered, labeled -metal canta5ners. Dispose of in accnrdanre With local regulations. Afire or explosion may result if dry gantular calcium hypochlm to is used to drslnfectplastic 0019 WStems and 1$ exposed to organic vapors found in solvent cernermi, ckwmrs or primers- Do not disinfect piong system with dry granules. 10o not sWm dry g anular caldum hYApdhloriroe near soNesst cements, cleaners nr primers. Do 140T REUSE EMPTY CONTAINER, KEEP OUT Or REACH ❑F CWLDREN- For emergency first all help rail 7,-W-740-WIS. Reform material safety data sheet fat more inforrnati— Before purchase and use of a product, reAew the product apocation and be tertaiq the procklet, installation and use wilt be in compliance with any appncable codes and reVA3Uon1. 2/M PVC ELECTRICAL CONDUIT CEMENT 633 PVC Solvent Cement Descr l�tion_I Characteristics I Applications I Packaging I instructions I Precautions I aoecificatiozxs � Limited Warren DESCRIPTION: PVC Electrical Conduit Cement 633 is specially formulated for use on polyvinyl chloride (PVC) conduit Types I and II. It is a medium body cement in clear or gray to match conduit color. Ton ori'aae CE[ARACTERISTICS: • Medium body - thick formula to reduce product run off Excellent gap filling characteristics e Exceeds ASTM D 2564 specifications APPLICATIONS: ■ Medium fast setting allows corrections before setting up • Manufactured with only high quality 100% virgin materials e NSF approved formula PVC Electrical Conduit Cement 633 is designed for use on PVC conduit Types I and II up to and including 6" for Schedule 40 and Schedule 80. Tw Q Pa -e PACKAGING: s-ize (. Per [ hs. per C:u. I� t Pet^ C `Lear -Code Gray Code Case Case Case 44 . 55603 (237 ml) � 24 cans 16 .45 55605 55625 [Pint dauber top (473 ml) 12 cans 15 j .43 55607 55627 Quart dauber top (946 ml) j 12 cans 27 .78 55609 1 55629 i{raHon can (3.8 L) 4 cans § 35 f .80 5 gallon pail and 55 gallon drum quantities available 7 2 f Page INSTRUCTIONS: 1. Store and apply between 40 degree F and 120 degree F. Protect from freezing. Use ArcticTM for applications below 40 degree F. Do not use if cement has become curdled, lumpy, thickened or is beyond two years from date stamped on container. Do not thin. 2. Cut pipe end square and remove ragged edges and burrs. Clean fitting socket and pipe of dirt, grease, and moisture, and check for proper fit. Apply PRIMER in accordance with instructions. While still wet, quickly begin solvent cement application. 3. Wear non -permeable gloves during application to avoid skin contact. 4. Shake well before using and stir frequently while using. Apply with supplied dauber applicator. For pipe greater than 2" diameter, use natural bristle brush sized to 1/2 pipe diameter. 5. Apply thin coat evenly to socket. Quickly apply heavy coat to pipe end. Cement must remain wet. If not, recoat. Then quickly insert pipe into fitting with slight twisting movement until it bottoms out. 6. Hold conduit into fitting for at least 30 seconds to prevent pipe from backing out of tapered socket- 7. Wipe excess cement from joint with rag. Allow 15 minutes before handling. Avoid full -line pressure for 24 hours. Cure time varies with size, fit, temperature and humidity. For additional technical infomiution, call Toll Free 1-800-231-3345. PRECAUTIONS: FOR CHEMICAL EMERGENCY, SPILL, LEAK, FIRE, EXPOSURE OR ACCIDENT, CALL CHEM'IREC - DAY OR NIGHT 1-800-424-9300 DANGER! VAPORS EXTREMELY FLAMMABLE VAPORS ARE HEAVIER THAN AIR AND CAN COLLECT IN LOW AREAS VAPORS MAY CAUSE FLASH FIRE CONTAINS: Tetrahydrofuran, Methyl Ethyl Ketone, and Cyclohexanone. PRECAUTIONS: Vapors extremely flammable. Harmful if swallowed or inhaled. Causes eye and skin irritation. Keep away from heat, sparks, and flarnes until vapors are gone. Use only with good cross -ventilation. Wear adequate protective gear and clothing. Avoid breathing vapors and contact with skin, eyes and clothing. Wash after handling. FIRST AID: For any overexposure, get immediate medical attention after first aid is given. Eyes - Flush 15 minutes with clean water. Skin - Wash with soap and water. Inhalation - Remove to fresh air. Ingestion. - DO NOT INDUCE VOMITING. Only if conscious, give large amounts of water. FIRE AND SPILLS: For fire, use water fog, CO2, foam, or dry chemicals. Clean up spills immediately with inert absorbents. STORAGE AND HANDLING: Store in cool, well -ventilated area. Keep container upright and tightly closed. Do not reuse empty container. KEEP OUT OF REACH OF CHILDREN. For additional information, refer to Material Safety Data. Sheet. T06 of PapE SPECMCATIONS: Wt/Gal @ 77 degree F Flash Point SETA CC Color Shelf Life 7.6+- .2 lbs/gal. 13 degree F Clear or Gray 2 years Suggestions and recommendations covering the use of our products are based on our past experience and laboratory findings. However, as we have no control as to the methods and conditions of application, we only assume responsibility for the uniformity of our products within manufacturing tolerances. i2 of Yale LEKMD WARRANTY: RectorSeale makes the Limited Express Warranty that when the instructions for storage and handling of our products are followed we warrant our products to be free from defects. THIS LEVIITED EXPRESS WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY 1MPLTED WARRANTY OF NERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, AND OF ANY OTTER OBLIGATION ON THE PART OF RECi'ORSEAL®. The sole remedy for breach of the Limited Express Warranty shall be the refund of the purchase price. All other liability is negated and disclaimed, and RectorSeai,�D shall not be liable for in�;idenW or consequmtiaL damages. T Pa MANUFACTURED IN U.S.A. BY RectorSeale 2601 Spenwick Drive • Houston, TX 77055 USA 713-263-8001 • Fax 713-263-7577 ToiRree 800-231-3345 • Fax 800-441-0051 Back to Solvent Cements t, 114 t 1. a STAND 5 FRI TRW L_77N A herigage of trust Contractors around the world have relied on the Sonatubc' brand for over 50 years. More Applicakaft than just paper tubes, Sonotube concrete forms stand strong as the most economical way to create round columns for buildings, entranceways, structural columns, light posts and R Uutdo4 pi#e other commercial and residential structure& and feni AMAW Ran resistance • F(iFli'0f1g* Sonoco engineers applied a century of leadership in design, technology and manufacturing to create a high -strength, rain -resistant paper for Sonotube forms. The new paper's attributes allowed Sonoco to reduce a d ollini�t ' # i and the weight of the forms, malting them easier to handle, ser, strip and , / '� J ' discard. And now with RainGuard' paper technology," Sonombe corrrrnercrrd forms stand strong even in wet weather. Set today and pour tomorrow. other�sxnr �lagsrrri�a�teps industty-leading fechnofogy and value The superior strength -to -weight properties of Sonotube forms prevent blowouts and . may eliminate the need to use a crane during setup. Contractors around the world know + �j►er,�q�j�tff�i�apS Sonotube concrete forms stand strong in their superior technology and value. "Pauntpending Advantages • Rain -resistant technology keeps wet weather from impacting your pour. • Easier to setup and brace so multiple columns can be poured at one time. • Superior ssrength-to-w6ght properties prevent blowouts. • Easy to cut and drill at the job site. 1lmpartan t itl'structions for field use HD W to S°;?' a Store Sonombe concrete forms in a dry place at the job site: f F • For best results, store forms vertically to maintain roundness. a • Keep ends covered at all times. • if stored horizontally, elevate a minimum of 4 inches off the ground and support the full length of the forms. pJaci g Even the largest Sonotube brand forms 'o are easier to place either manually with block and taclde, or by crane_ • Position over a reinforcing bar cage if desired. ' • Avoid damaging the inside surface. • Place individually or in groups for continuous pouring. R-rsc€tip Sonorube concrete forms require minimal bracing to be brought co plumb: • Use light lumber or scaffolding. Segue the column foot with collars if necessary. • if pouring bents for bridges, consider tying the column form in with the beam form. Sonotube concrete Forms can also be tied into ,other forms or structural members. • Heat resistance e[iniinatrs form deformation during the pour. • Sonoco manufactures and distributes Sonotube brand concrete forms throughout North America, minimizing lead times. NOT - Use a rdeaw agent with AU Smwtube farn-4 eapedaliy when working with aggressive rancrete formuhatlons. Sonotube concrete forms arc engineered not to buckle, swell or lose shape, and have been successfully used with a continuous pour of columns well over 40 het. Do not exceed ACi-recommended pour rates. Conrmte must be vibrated during pour. Strip the form as soon as possible after the concrete bas set to prevent concrete from sticking to the form. Recommended time for the easiest and fastest stripping is 24 to 48 hours after the pour. Sonotube concrete forms should not be left on the column for more than five days. . "Ping Iptions • Use a circular power saw to make two vertical cuts on opposite sides of the form. To prevent marring, make sure the depth of cut is not set too deep. Remove the form. • Use a utility knife to tut the form from the top down at least I2 inches. Use a broad -bladed tool such as a shovel and short srrokes to pry the foam away from die column In a spiW motion. Stripped Forms can be used to protect finished columns until completion of projecu.. Sonotube® round concrete farmers Sizes Cc ncret a Requirements (&prmed in cubic yards for columns of variousheighzs) Diameter Height of Column M (10.) Sit fift. Bit loft 12 ft. l6ft 20 itPX 6 .022 -044 .058 .073 .088 .117 .146 8 039 .077 A3 .129 .155 .206 .258 440expi,iompimf fion" 10 .061 .121 .162 .202 .242 -323 .404 0' to. 12 .087 T176 .233 .291 -MP .466 -.582 14 .119 .236 .3i7 .396 -475 .634 -792 16 -155 . _p) A14 .517 .620 .827 1.034 18 X6 .392 .523 -64 .785 1.o46 1.310 20 .242 .485 .808 .970 1.293 1.616 22 .293 .587 .782 .978 1.173 1.50 L956 24 . .34 . 9 .698 .931 1.164 1.397 1.862 2-328 26 .410, .8-20 1.093 . 1.366 1.639 2.186 2.732 28 .475 .950 1.276 1.5.#4 1.901 2-534 . 3.170 30 .545 1.0 . 91 1.454 1.818 2.182 2- 969 3.6.36 32 .621 1.241 1,655 2.069 2AS.3 3.310 4.138 34 .701 1.401 1.868 2.335 2.802 3.736 4.676 36 .785 1.571 2.0.94 2.618 3.142 4.189 5-236 40 .9 70 1.939 2.586 3232 3.878 5.171 6A64 42 1.069 2j38 2.850 3.563 4.276 5.701 7.126 48 1.396 2.792 3.723 4.654 558* 7-446 9J08 54 1.767 3.534 4.712 5.890 i..069 9.424 11.780 2.-18*1 4.363 2..EL�7.27& _.A.727 11-654 - A4-54-4 Learn more about Sonotube Was Sonotube concrete forms are available from dealers throughout North America. For additional product or technical information, please contact your Sonotube concrete form distributor or Sonoco. sonoc&.fvun&din.7899. is a global manufacturer efindustrial and -.P-dum andPwider Of packaging services, with more than 300locations saving castanets in 85itan- For more information abour the GovnpanX visit the Saxwo Web site arsonoco-com -Wwr 888f766-TUBE (8823) Ve I SINOTI33E square - SINOTIBE round a SGNITIBE void - SONOTIBE Finish Free® SONOICO 02MSMM ' PART PACK P4433 1" X 100' 10 MIL UPC Approved Pipe Wrap 12 94434 2" X I 10 MIL UPC Approved Pipe Wrap 6 94435 4" X I 10 MIL UPC Approved Pipe Wrap 3 94436 2" X I 20 MIL UPC Approved Pipe Wrap 6 APPL.iCA7fOP1 INFO 1r Protects overhead and buried pipe is Resi'stant to A water, sun joim4 conduit and coupbngs. and mrmsive materials. 1` . Universal Phanbirtg Code approved. - r - - - - - - CA$£. ' PART-r -SIZE . LEG£ND COLOR Uk1T OT-Y' 94607 3" x 1000' "Gras Line Flow" Yellow 1 10 4 94614 6" x 1000` "Gas Line Below" Ye3iow 1 4 94625 3" x 1000' "Caution-Caution-Caution Yellow 1 10 ti? 94628 3" x 1000' "Caution Hij1Voltage" Yellow i 10 OTHER MESSAGES AVAILABLE PART d SfZE LEG040 CGLUR OWT rasE QTY 94505 3" x 1000' "Caution Buried EJectrical Line" Red 1 10 94606 3" x 1000' "Caution Buried Electrical Line" Yellow 1 10 94615 6" x 1000' "Caution Buried Electrical Line" Red 1 4 94616 6" x 1000' "Caution Buried Fiectricat Line" Yellow 1 4 94677 3" x 1000' "Buried Fiber Optic Telephone Orange 1 10 94618 W x 1000' "Buried Fiber Optic Tete Orange 1 4 " OTHER III mAGES Amii_ABLE M. r t'yxr :b- i �£Y.`+"�w �:�-�'�s. .`: - - Jr Au •.r „fie y:.. n9y 02 CASE PART Si2r: LEGi:NC COLC+R UN1T QVf 94535 3" x 1000' "Cation Buried Elecuicx tire' Sher w!Red Stripes 1 8 94636 6" x 1000' "Caution Buried Ekxtrica tine- Silver w/Red Stripes 1 4 94638 3" x 1000' "Caution Ruried Water Line Below' Scher w/Blue Stripes 1 8 94639 6" x 100Y "Gail n Buried Vhter Lne Below Silver vv/6'hte Stripes 1 4 94640 3" x 1000' "Caution BuriedTeptwne Lie Bebw' Sliver w/Orange Stripes 8 94641 6" x 100(l -Caution Pmed Telihone Line Babe S!hrcr wiCre)ga St: ipes l 4 OTHER MESSAGEs AVAILABLE Underground Tape protects buried utility lines and Is placed 12" above buried pipes, cables and conduits before ?irial backfilling. Other legends, colors available on request. .,;.;.,: . . IJf? UPC c y'= COL: Sff3 WT157U: °:UNi f 3" x 1,000 Ft. 4 Mil UT41D 16704 Caution Buried Cable TV Line Below Orange 1 12 4.49# Ea UTM 46M (ZA00v0i 13faif d `>' i i • 19-100W, . 1'$110.1�.1 1 -1tiF 45 Ea UT8D 16342 Caution Buried Electric Line Below Red 1 12 4.49# Ea Ci i'I iiQ �'5 1 'i{qn' 1311.F[o'd f llg6 Va1010# thlo Wow Yellow ItY 4,09 Ea UT12D 1671.2 Caution Buried Hi h Voltage Line Below Red 1 12 4.49# Ea UT I M �_�117 Qkuliplt BNOW ?OOhl -qe Lii� B��d� �3tange # t x �# 0A Ea UT19D 16719 Caution Buried Utilities Underground Yellow 1 12 4.49# Ea U.T2_0D 1 KM MA otr Bs1 oda WO #a[[l=s OWWW valow 1 112 4 W GA UT43D 16743 Caution Buried Cable Line Below Orange 1 12 4.49# Ea 6" x 1,000 Ft. 4 Mil UT25D 16725 Caution Buried Cable TV Line Below Orange 1 6 9.02# Ea W-200 15-!W W061-lit WJYW El"tW L Ulf Yd1 m 0 Z02# 1✓4 UT29D 16346 Caution Buried Electric Una Below Red 1 6 9.02# Ea UT`l ?i CA(fiictcr. RCK,i d: Hilt V096 upd ffetw Ye. m 1: 17 0.02# Ka UT33D 16733 Caution Buried High Voltage Line Below Red 1 6 9.02# Ea CUT'�e� 1�� l✓a►3doA B:utJ0 `i 2WW"W i $-0100 (X'atttg'a 't V � 1 S UT40D 16740 Caution Buried Utilities Underground Yellow 1 6 9.029 Ea UT46D 16746 Caution Buried GabEe Line Below Orange 1 6 9.02# Ea U.M7€7€ I�r. O ,. ��tios't .13?GWW .Fil:W CARD ki; O SOW Ox"tig0 � 1� '.�i { syEr Detectable Tape protects buried utility lines and • •• t Is placed above buried pipes, cables and conduits. It is ", wom all easi€y located with an common metal detector, for use �>�,jp�fQW .� before you dig; its hig visible colors make R easy to �[p locate after the dig has egun. Other legends, colors available on request. STD , MSTFi; VIfFiST1] (31VfF 3" x 1,000 Ft. DU01 16350 Caution Buried Electric Line Below Red 1 12 6.07# Ea S 1'9" coff-16 ?� �>:7 4� T�I�?vi#E W'0 Bow OfEW-40 1 1.2 PCs 07P IRA DU08 16364 Caution Buried CA`N line Below Orange 1 12 6.07# Ea OU09 1"06ig Cat]Ndi% Mftd HIOP Wft"ei UO aafBIO tlid ` I to., COW DUI 16368 Caution Buried Fiber Optic Line Below Orange 1 12 6.07# Ea 6" x 1,000 Ft. DU601 1.6352 Caution Buried Electric Line Below Red 1 6 13.72# Ea DU 5 5: 3 7 3Y 1 k]tla1 d 4 ' 1 > ilfati 1 � 13.,72#` Ea DU608 16372 Caution Buried CA Line Below Orange 1 6 .7# Ea tiJ6fi 3•14siolt Btit. 1`i � * tki~2a > DU610 16376 Caution Buried Fiber Optic Line Below Orange 1 6 13.72# Ea i3arrlc= da Taa : Sardcace Eapes wi? consist of high `JislbiRN safety yeitow or red pc;;eihyiens AM b-�d black letters. SGM-10 d Letter height's taro m ones (T! iepe h tps prave;lt ax!dents by Y,creasirng visibiifty of hazards and cal be tied stapisd or nailed ir, place. Underground Tam: Mbr+ Detec!able warring tapa'or the pri-'�Lcticn, ia-afior, and ideniifi aton Of underground 00ty € IZI abO 's. Goo sits of a rir—moat 4.0 ;rzif sr^eray. tki!eknassIns" mast c s m fa m dated L rays degradauar.d to sc;.t 2 ! alkalies taus so 6- Product 3 lend 1-. ea_ -Dated=re Tape: Deiecta-We earning tap` consists of nominal 4 S r•-:f t.Dr!4,6c 1 overall thicraiess, mAh a schd Wuxi inum tali :s=a The imyr nfe^ wa ning message is "C-uned cnaa ed" Ic Y:evert :ii: ruw tr and is jmp,-. imo:s to acid, a!kshe Fmd athar eia-smenta is nd sin soli. The impnnt is as such that u. aca'as €G, :eW refladiviry. Use of an inrkfstrlai grade rarfc-aeus metal detector is used eYhen 11ocadGn is needed. — _ . L. See new products: at ithdotti+e.com C Washington State ifepairtrnent of Transportation Request for Approval of Material Contract Number FA Number SR Date fLla h or _ I_ _ a-e / %-- Section / Title of Project County Contractor Subcontractor /1 Ll0 0/ LY71G 0 This form shall be completed prior to submittal. If this form is not compete at time of submittal it may be returned for information that was omitted. For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # Bid Item No. Material or Name and Location of Fabricator, Specification Product/Type Manufacturer or Pit Number Reference PE/QPL Code Hdqtr./QPL Code W11f f YellctJ�Inis Par"EG q 3`i; 2 (y) o�L t Lc-ss i3ectd Fi,, F'o{�rrS r/kilt q-3y. �f 3 �L F ngirreer Date j State Materials Engineer Date Z� GC@p ion Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance feria Acceptance base n 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. r 'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved ❑ Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only 'Approved for Shipment', 'WSDOT Inspected' or'Fabrication Approved Decai' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Fabrication Inspection DOT Form 350-071 EF Revised 12/2012 State Materials Engineer Distribution ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ State Materials Lab ❑ Other M/S 47365 Potters Industries Inc. MSDS an affiliate of The PQCorporation DATA SHEET MATERIAL SAFETY Trade Name: Highway Safe Date Prepared: 06/01/05 IDENTI Product name: Highway Sa Product description: Spherical g1 Manufacturer: Potters Indu P. O. Box Valley Forge Telephone: 6 In case of emergency call: 610-651-4200 For transportation emergency Call CHEMTREC: 800424-9300 2. COMPOSITIONANFORMATION ON INGREDIENTS REVIEW CI1Y REVII W ' "'5` CONTRAi 0R inWfifisFg ❑ Lnmments ❑ Res:thtnit 0 �t dpnlorsnance with the design concept and contract documonts. MAWM prtldrved ds re giving the Contractor from the compf nce with tUl-dldt Mleliliil Id Conttdiwlft�a4 fw � rUm llila011t1t1Rl,ItMuMftawe . Chemical and Common Name CAS Registry Number Wt. % OSHA PEL ACGIH TLV Glass, oxide; 65997-17-3 >99% 15mg/m3 total 10 mg/m3 Glass dust, 5mg/m3 inhalable, respirable 3 mg/m3 respirable 3. HAZARDS IDENTIFICATION Emergency Overview: Noncombustible glass beads. Spilled material is extremely slippery. Eye contact: Practically non -irritating to the eyes. Skin contact: Slightly irritating to skin. Inhalation: May cause irritation. Ingestion: No known hazard. Chronic hazards: No known chronic hazards. Not listed by NTP, IARC or OSHA as a carcinogen. Physical hazards: Spilled material is extremely slippery. 4. FIRST AID MEASURES Eye: In case of contact, immediately flush eyes with plenty of water for at least 15 minutes. Get medical attention if irritation persists. Skin: In case of contact, flush skin with plenty of water. Remove contaminated clothing and shoes. Get medical attention if irritation develops and persists. Wash clothing before reuse. Thoroughly clean shoes before reuse. Inhalation: None required. Ingestion: None required. Trade Name: Highway Safety Spheres with Coating Date Prepared- 06/01/05 Page 2 of 4 }, 5.,1FIRE FIGFITING MEASURES Lj r1amma6le limits' •' '' " This rnaterkif is d6neombustible. MUM Media: Phis material is corn patible with all extinguishing media. .000M006�*OWN* Hazards lofire-frgluers:. See Section 31or information on hazards when this material is present in the area of a fire. Tu•.� Jigluixg, eg41q)i,icnt: The following protective equipment for firefighters is recommended when this material is present in the area of a fire: rubber boots. with slip -resistant soles. 6. ACCIDENTAL RELEASE MEASURES Personal protection: Wear rubber boots with slip -resistant soles, and NIOSH-approved dust respirator where dust occurs. See section 8. Environmental Hazards: Sinks in water. No known hazard to aquatic life. Small spill cleanup: Carefully shovel or sweep up spilled material and place in suitable container. Avoid generating dust. Use appropriate Personal Protective Equipment (PPE). See section 8. Large spill cleanup: Keep unnecessary people away; isolate hazard area and deny entry. Do not walk through spilled material. Carefully shovel or sweep up spilled material and place in suitable container. Avoid generating dust. Use appropriate Personal Protective Equipment (PPE). See section 8. CERCLA RQ: There is no CERCLA Reportable Quantity for this material. 7. HANDLING AND STORAGE Handling: Avoid contact with eyes and skin. Avoid breathing dust. Keep container closed. Promptly clean up spills. Storage: Keep containers closed. Store in clean metal, fiber or plastic containers. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Engineering controls: Use with adequate ventilation. Keep containers closed. Eyewash station should be within direct access. Respiratory protection: Use a NIOSH-approved dust respirator where dust occurs. Observe OSHA regulations for respirator use (29 C.F.R. §1910.134). Skin protection: Wear body -covering clothing. Eye protection: Wear safety glasses. Trade Name: Highway Safety Spheres with Coating Date Prepared: 06/01/05 Page 3 of 4 4. PHYSICAL AND CHEMICAL PROPERTIES Appearance: Glass bead. Color: White. Melting point: Approximately 730° C. Odor: Odorless. pH. Not applicable. Specific gravity: Approximately 2.5 g/cm3 Solubility in water: Insoluble. 10. STABILITY AND REACTIVITY Stability: This material is stable under all conditions of use and storage. Conditions to avoid: None. Materials to avoid: Dissolves in hydrofluoric acid. Hazardous decomposition products: None known. I1. TOXI OLOGICAL INFORMATION Acute Data: When tested for primary irritation potential, a similar material was practically non -irritating to the eyes and slightly irritating to the skin. The acute oral toxicity of this product has not been tested. A similar material was nontoxic to rats at 5,000 mg/kg. All animals survived, gained weight and appeared active and healthy. There were no signs of gross toxicity, adverse pharmacologic effects or abmormal behavior. Subchronic Data: There are no known reports of subchronic toxicity of nonfibrous glass. Special Studies: There are no known reports of carcinogenicity of nonfibrous glass. Nonf brous glass is not listed by IARC, NTP or OSHA as a carcinogen. 12. ECOLOGICAL INFORMATION Eco toxicity: There are no known reports of ecotoxicity of nonfibrous glass. Environmental Fate: This material is persistent but inert in aquatic systems. It will not bioconcentrate up the food chain. Physical/Chemical: Sinks in water. Insoluble in water. 13. DISPOSAL CONSIDERATIONS Classification: Disposed material is not a hazardous waste. Disposal Method: Dispose in accordance with federal, state and local regulations. Trade Name: Date Prepared: Highway Safety Spheres with Coating 06/01/05 Page 4 of 4 14. TRANSPORT INFORMATION DOT UN Status: This material is not regulated hazardous material for transportation. 15. REGULATORY INFORMATION CERCLA: No CERCLA Reportable Quantity has been established for this material. SARA TITLE 111- Not an Extremely Hazardous Substance under §302 Not a Toxic Chemical under §313. TSCA: All ingredients of this material are listed on the TSCA inventory. FDA: Glass is regarded by FDA as Generally Recognized As Safe (GRAS) for use in contact with food. 16.OTHER INFORMATION Prepared by: John G. Blumberg Supercedes revision of 02/01/05 THE INFORMATION ON THIS SAFETY DATA SHEET IS BELIEVED TO BE ACCURATE AND IT IS THE BEST INFORMATION AVAILABLE TO POTTERS INDUSTRIES, INC. THIS DOCUMENT IS INTENDED ONLY AS A GUIDE TO THE APPROPRIATE PRECAUTIONS FOR HANDLING A CHEMICAL BY A PERSON TRAINED IN CHEMICAL HANDLING. POTTERS INDUSTRIES, INC. MAKES NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED WITH RESPECT TO SUCH INFORMATION OR THE PRODUCT TO WHICH IT RELATES, AND WE ASSUME NO LIABILITY RESULTING FROM THE USE OR HANDLING OF THE PRODUCT TO WHICH THIS SAFETY DATA SHEET RELATES. USERS AND HANDLERS OF THIS PRODUCT SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE INFORMATION PROVIDED HEREIN FOR THEIR OWN PURPOSES. CITY REVIEW CONTRACTOR 4lejeeted ❑ Conform in wro; ❑ [omrnenls p RMATllt ❑ I#da Wphar is raj conformance with the design concept and eontrad dacuffRi ti. burl 1 1rp� }tltlVt*wd an coirwing the Contractor from the compfslnso wills tk pro�let faMrafrtamThe so remm�U—w'Wo PMw � ,Mi f�ittttt111raatl�ellltart+r. 7-s-l'FA%Mt111�1 ltlelMae>vlai►���� PRODUCT DATA SHEET Morline`M FAST DRY, LOW V.O.C. SOLVENT EASE TRAFFIC PAINT 985691(HWVWI) White, 985692(HWVY2) Yellow, 985697(HWVY3) Lead Free Yellow DESCRIPTION: Morline products are extremely fast drying paints, less than 60 seconds dry to no pick-up and designed for no heat application. These paints combine the fast drying characteristics of highway paint with the durability and dry through of legend paints to produce a more durable highway paint. These paints may be applied by air or airless equipment without the need for coning and with a minimum of traffic control. Paint stripes may be reflectorized for night visibility by adding glass beads. These paints use compliant solvents meeting the Federally approved State Implementation Plan for traffic coatings to achieve a VOC (Volatile Organic Compound) content of less than 150 grams per liter. The resins used in these paints, after drying, are permanently redissolvable to fresh paint or recommended solvents. This characteristic minimizes clogging and skinning and keeps equipment maintenance low. CHARACTERISTICS: White Yellow LF Yellow Viscosity at 077 'F, (25°C), KU 70-80 70-80 70-80 Weight per gallon 077 'F, lbs/gal 12.0 min 12.1 min 12.1 min Fineness of Grind, Hegman 2 min. 2 min. 2 min. Dry Time forNo-Pickup 077 . F (25°C), 15 mils (0.38 mm)wet, minutes 6 max. 6 max. 6 max. No Tracking Time Actual "77. F(250C)/ 50%RH, Seconds 90 max. 90 max. 90 max. Contrast Ratio @ 15 mils wet 0.98 min 0.98 min. 0.98 min Directional Reflectance 84 min 45 min. 45 min. Volatile Organic Compound, grams/liter 150 max. 150 max. 150 max. Total Non -Volatile, % By Weight 65 min. 65 min 65 min Total Pigment, % By Weight 53 max 53 max 53 max APPLICATION: These paints should be applied at air and pavement temperatures of 50° F. or above. Avoid striping these paints over areas of heavy oil and grease deposits. Such areas should be prepared by sandblasting or using high pressure spray containing detergent followed by a clear water rinse. Clean surfaces with excessive dirt and dust buildup with high pressure water spray. Surfaces must be thoroughly dry prior to paint application. Concrete surfaces should be allowed to dry 24 hours after a soaking rainfall or high pressure washing. These paints can be applied to fresh asphalt after all visible surface oils have dried or been removed, application Prior to this can results in loss of adhesion and/or bleed and surface staining. COVERAGE: 100-1 10 square feet per gallon in 15 mils wet film thickness. PACKAGING: The paints are available in bulk containers capable of holding 250 gallon (946.25 liter) and 345 gallon (1305.8 liter), 55 gallon (208 liter) steel drums and 5 gallon (18.925 liter) pails. MATERIAL SAFETY DATA SHEET IS AVAILABLE UPON REQUEST WSDOT - Materials Laboratory.-' alified Products List (QPL) Page 1 of 1 T Washington State •.. Department of TransporterW` Qualified Product List Product Information Manufacturer : Ennis Paint, Inc., dba Ennis Traffic Safety Solutions, Salem - OR Product Name: Morline: White I.D. No. 985691 / HWVW1, Yellow I.D. No. 985692 / HWVY2 and 985697 / HWVY3 Standard Spec : 9-34.2(4), Pavement Marking - Low VOC Solvent Based Paint Product Description : Permanent pavement marking paint: Low VOC solvent based; Sprayed application Product Restriction Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 Contractors with WSDOT Click here for Contractor Product Info Page http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product no=1993662&produc... 4/25/2017 WSDOT - Materials Laboratory-Qpalified Products List (QPL) = Page 1 of 1 .wa MW shington State Department of Transportar000n Qualified Product List Product Information Manufacturer : Potters Industries, Inc., Canby - OR Product Name : Glass Beads for Pavement Marking Standard Spec : 9-34.4, Pavement Marking - Glass Beads Product Description : Glass beads: Exterior coating(s) as required for the type of pavement marking being used (Reapproved 5-10-11) Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Mar 19, 2013 Contractors with WSDOT Click here for Contractor Product Info Page http://www.wsdot.wa.gov/biz/mats/QPL/QPLProdinfo.cfm?Product_no=l 999053 &produc... 4/25/2017 IT (L M-- 00 04 Zz= 00 o �C4 :�.. C-4 W - z a .vms C7 g �® m N z 04 a `� I Ll t SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE. SW 1!4 OF SECTION 119 TOWNSHIP 21 NORTH, RANEE S EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LEGAL DESCRIPTION PARCEL A: THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW DRIVE AND EAST OF F.B. HOYT ROAD; EXCEPT THE WEST 600 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAYS REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY, AND HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE. SYSTEM, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION. SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS; SIGNATURE ��—-- PRINT NAME wv1 5 TITLE JIM CHRISTENS HIGH COUNTRY SOUNDVIEW MANOR LLC -La- SIGNATURE _ PRINT NAME -fhea TITLE C SABAL CAPITAL, LLC A DELAWARE LIMITED LIABILITY COMPANY ACKNOWLEDGEMENT STATE OF WASHINGTON) )SS. COUNTY OF KING ) r I CERTIFY.THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT \1•Y�S �•'` IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY), ON OATH STATED THAT (HE/SHE/THEY) WAS/WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS TO BE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND P OSES MENTIIIN E INSTTR M�ENT. SIGNATURE (PRINT NAME) iV�����P 5 n`Cy/////�'� `cc �c+' NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, = :� NOTA/ �. cn RESIDING AT MY APPOINTMENT EXPIRES Qb A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. APPROVALS: DEPARTMENT OF PUBLIC WOFMS EXAM NED D PRO D THIS ��( DAY OF C-tMUt� 20 �� PUBLIC WORK DIR OR COMMUNITY DEVELOPMENT DEPARTMeNT EXA ED, ND J.PROVf<D THIS I't DAY OF ffeCOM Ir 20 C.QkMNITY DEVELOPMENT DIRECTOR FEDERAL WAY CITY COUNCIL EXAMINED AND APPROVED THIS �— DAY OF E�k 20l r AYOR ATTEST: t; CITY CLE KING COUNTY DEPARTMENT OF ASS SSMENTS EXAMINED AND APPROVED THIS---��,�W [�- DAY OF C 20 1? KING COUNTY ASSESSOR DEP K(NG CO N ASSESS ACCOUNT NUMBER: 112103906007, 1121-03911908 FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL T JR& DAY' OF DIV 2� F A Q • �, i? • � E. m O G? /• p k {+�� S p EA �� 19 SURVEYORS CERTIFICATE �sa� NtN� ®® I HEREBY CERTIFY THAT THIS PLAT OF SOUNDVIEW MANOR 1S BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M.; THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORN RS WILL BE S AKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT VE LLY C M ; I D WITH THE PROVISIONS OF THE PLATTING REGULATIONS. 1Z• SETH D. O'HARE, PLS CERT. NO. 38985 OWNERS INFORMATION HIGH COUNTRY SOUNDVIEW MANOR, LLC PO BOX 731749 PUYALLUP, WA 98373 tea.. \,(v,�v., v, I., ,V I,IV11 VvvlYll\1 JV VfYV VILIf IVII"11YV1\, LLV STATE OF CLtli f ornict ON° THE ZeDAY OF Dlt&ffbcr 20 COUNTY OF nMnQe AT GZ MINUTES PAST /1 Awt: AND RECORDED IN r� VOLUME Z61 OF PLATS AT PAGES Ohj-D/� RECORDS OF ON �Cel�Iber ��rZf7,7BEFORE ME, i2•CY[PXIU,NOtUiLI Iyh Ubi1C. PERSONALLY APPEARED _�q SfiUedlr WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE KING COUNTY, WASHINGTON. WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT IE-fSHE/D4E-f-EXECUTED THE SAME IN Wf37'HER/T.k&fr-AUTH0RIZED DIVISION OF RECORDS AND ELECTIONS CAPACITY, AND. THAT BY H1&7`HER/Tk�SIGNATURE ON THE INSTRUMENT THE PERSON OR ENTITY UPON BEHALF OF WHICH_ THE PERSON ACTED, EXECUTED THE INSTRUMENT. MANAGER - I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF THAT THE FORGOINGti�%��% PARAGRAPH IS TRUE AND CORRECT. SUPT. OF RECORDS WITNESS MY HAND A D OFFICIAL SEAL. neberg SIGNATURER.CHENG NobyPublic=Cali771 Orange County 5 �i D . oCommission.xpres Noy 226 ��LyoF A f�� Aw 7My Comm. Exp res Nov 26.2027 / /` /� . CIVIL I!! / EEi9//VG if SU/�YEY//VG o _p sagas cl s r S4 310 29th St. N.E. Suite 101 BUS: 253 848-4282 $ PUYALLUP, 'IPA 98372 FAX: (253� 848-4278 CITY FILE NO. 15-104753-00—SU AL�'� JOB NO. 05170 SHEET 1. OF 5 SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANEE 3 EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY HELD CALCULATED SIXTEENTH CORNER WEST QUARTER CORNER POSITION FOUND 3" CONCRETE. MONUMENT WITH 1/2" BRASS NAIL WITH N01'16'S3"E, FOUND ENCASED E DIA. CONCRETE MONUMENT WITH PUNCH-N34'45'28"E 0.46' HELD FOR CENTER OF SECTION POSITION FOUND ENCASED 3"X3" 3.29' FROM 1/4" BRASS NAIL WITH PUNCH IN LEAD PLUG - 1.1' FOUND 1' IRON PIPE-S86'15'S7"W 0.29' CONCRETE MONUMENT,WITH 1/2" FOUND 5/8" REBAR & CAP, WITH. TACK "SF&A BRASS NAIL WITH LARGE PUNCH - ,CENTER OF SECTION TO DOWN ' " ' ' " LS 10618-S674277W 0.31 0.8' DOWN CENTERLINE _ S 88'23'05" E 2609.84' (M) 2609.96' (R2) 1304.92' (C) 1304.98' (R2) F 1 1304.92' (M) 1304.98 (R2) - - J� �g'I�51.8T t�=74*10,30" TH ST. R=238.73 -- _ I L=309.06 4=5'26'01" R=716.20 L=67.92 i �OP•SN � �� � tuo) i275__59 — >; A=13'S3'59„ Iq \ 1\ N 53,5'20E 384.72 1.40 R=716.20 _ 10.33' A=84'13'44" L=173.75 A=10'42'47" PARCEL B E. LINE, W. 630', R=143.24 °p R=766.20 C=210.57 N. 1/2, NE 1/4, SW 1/4 L=143.26 W. LINE, NE 1/4, ' NE 1/4, SW 1/4 i N/4/2 NE N S88'25'46"E 1/2" REBAR WITH CAP 22.91' Z Q /4 SW & TACK "BPS&E LS 00 �� 12870/LSIOXXX" o; r2 �Lo S87'17'39"E 1.72' PARCEL A TACK WITH WASHER ON TOP OF 6' WOOD o 0)" - S. LINE, N. 132', SE 1 /4, NE 1/4, SW 1/4 \ SCALE: 1 "= 200' _ _ _ FENCE "LUND N 1 POST 200 0 200 400 Qf LS 16213"- - 0.17' to I S 88'25'46" E 653.00' o NORTH 5/8" REBAR WITH - N n REBAR & CAP CAP & TACK "SE&A I »LUND 16213" 101 INC LS 10618" cv S87'07'38"E 1.50 O N16'54'07"E 0.20' to IN co _ L I^ V) ACREAGE INFORMATION °' Lo Z A) TOTAL ACREAGE OF SITE PLATTED: 392,630 SQ. FT. OR 9.01 ACRES, L`' �' �Q - w m MORE OR LESS. - M r tnl. .. "o O B) TOTAL ACREAGE OF WETLAND BUFFER TRACT (TRACT B): 20,264 SQ. cn FT. OR 0.47 ACRES, MORE OR LESS. o _ 653.37' (C) �1 w (n Z — — 653.37' . (C) 1• tn C) TOTAL ACREAGE DEDICATED FOR PUBLIC RIGHT OF. WAY. 29,870 SO. S 8$'28'29" E _ 1306.74' `D FT. OR 0.60 ACRES, MORE OR LESS. D) TOTAL ACREAGE OF ALL OTHER TRACTS: 115,949 SQ. FT. OR 5.20 I 0 z ACRES, MORE OR LESS. S` E) NET PLAT ACREAGE: 226,547 SQ. FT. OR 5.20 ACRES, MORE OR LESS. I SURVEYOR'S NOTES: a THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF + THE "SURVEY RECORDING ACT", CHAPTER 58.09 RCW AND 332-130 WAC. HELD FOR EQUIPMENT USED: FOCUS 10 TOTAL STATION, TRIMBLE R8 GPS HELD FOR SIXTEENTH SOUTH QUARTERCORNER POSITION FOUND CORNER FOUND METHOD AND DATE OF MONUMENT LOCATION: FIELD TRAVERSE IN I 1-1/4" BRASS MONUMENT ENCASED 3"X3" SEPTEMBER OF 2013. WITH PUNCH IN CONCRETE CONCRETE MONUMENT HELD NORTH 01'16'53" EAST ALONG THE MONUMENTED EAST LINE OF THE , ,1 0.7' DOWN WITH 1/4" BRASS NAIL SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, !G WITH NO MARK — 0.9' SW_320TH STREET 1308.56' DOWN OF THE WILLAMETTE MERIDIAN. - _ (M) `1308.57 (R3) 1 I S 88'33'56" E HORIZONTAL DATUM; WASHINGTON STATE PLANE COORDINATE ZONE - NORTH ZONE - NAD 83/91. SURVEY REFERENCES (R1) — PLAT OF TWIN LAKES NO. 6, RECORDING NO. 7611230497 (R2) - PLAT OF DUMAS BAY NO. 2; VOL 112, PGS 63-64 (R3) RECORD OF SURVEY, RECORDING NO. 20000306900011 LEGEND RECORD OF SURVEY, RECORDING NO. 7802159005 SET REBAR AND CAP "LS.30425" UNLESS OTHERWISE NOTED EXCEPTIONS TO TITLE (PER FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE ORDER NO. 2382181 DATED JULY 31, 2015). O FOUND PROPERTY CORNER AS NOTED. 4. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES OF FEDERAL WAY WATER AND SEWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: HIGH COUNTRY SOUNDVIEW MANOR, LLC GRANTEE/BENEFICIARY: SABAL CAPITAL, LLC TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY AMOUNT: $9,137,241.00 RECORDED: JUNE 20, 2014 RECORDING INFORMATION: 20140620001486 SAID DEED OF TRUST WAS AMENDED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150319001551. 6. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT OF RIGHTS UNDER COVENANTS, CONDITIONS AND RESTRICTIONS, SALES AGREEMENTS, PERMITS, AND DEVELOPMENT DOCUMENTS" RECORDED: JUNE 20, 2014 _ - RECORDING NO.: 20140620001487 ' 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: HIGH COUNTRY SOUNDVIEW MANOR, LLC, A WASHINGTON LIMITED UABIUTY COMPANY GRANTEE/BENEFICIARY: ICAP PACIFIC NORTHWEST OPPORTUNITY AND INCOME FUND, LLC, A DELAWARE LIMITED LIABILITY COMPANY EASEMENT PROVISIONS TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY AN EASEMENT IS HEREBY GRANTED TO ALL UTILITY. FRANCHISE COMPANIES, AND THE OWNERS OF THE AMOUNT: UNDISCLOSED LOTS WITHIN THIS PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE RECORDED: JUNE 20, 2014 EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN RECORDING INFORMATION: 20140620001488 WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE; THE LIEN. OF SAID DEED OF TRUST WAS SUBORDINATED TO THE LIEN OF THE INSTRUMENT RECORDED JUNE 20, 2014 UNDER PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF RECORDING NO. 20140620001486 BY AGREEMENT RECORDED JUNE 20, 2014 UNDER RECORDING NO. 2014062GO01489 SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH . ELECTRIC, TELEPHONE, GAS, CABLE TV 8. RESERVATIONS OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE DEED FROM WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION: RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES RECORDED: APRIL 19, 1947 FOR THE TRANSMISSION . OF ELECTRIC CURRENT, TELEPHONE OR CABLE. TV SHALL BE PLACED OR BE RECORDING NO.: 3715607 PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND .OR IN CONDUIT NOTE: NO EXAMINATION HAS BEEN MADE TO DETERMINE THE PRESENT RECORD OWNER OF THE ABOVE ATTACHED TO A BUILDING. MINERALS, OR MINERAL LANDS AND APPURTENANT RIGHTS THERETO, OR TO DETERMINE MATTERS WHICH MAY AFFECT THE LANDS OR RIGHTS SO RESERVED. 9. CONDITIONS, NOTES; EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. 7802159005. NO EASEMENTS OR ENCROACHMENTS SHOWN ON SAID DOCUMENT. . 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: �� 1 ANDWESTBROOK INVESTMENTS UTILITYETWEEN: LAKEHAVEN DISTRICT, KING COUNTY, A MUNICIPAL CORPORATION Gl� I l w "C' RECORDING INFORMATION: 20131003001455 0 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" Clti�L ENGI/YEER�/VG SUHYEYI/VC7 RECORDED: MARCH 18, 2015 O 36985 4 RECORDING NO.: 20150318000644 �'� $ ISSSS 310 29th St: N.E. Suite 101 BUS: (253) 848-4282 OAr� PUYALLUP, TVA 98372 FAX: (253) 848-4278 CITY FILE NO. 15-104753-00-SU JOB NO. 05170 tz-t SHEET 2 OF 5 0 Z 6f t7 A SOUNDVIEW MANOR n N A PORTION OF THE NE 1/4 OF THE SW 1/4 OF o" SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE WILLAMETTE 'MERIDIAN �. N �o CITY OF FEDERAL WAY, KING COUNTY o N C r a w X, SCALE: 1 "_ 40' 'd 61/ 40 0 40 80 Ul MINIM Ul NY 6 � •off 001 3g . / C1 v: 40' / O`N� �V�C �� \ > `gym O C*AS AA 3g 126g \. 26' SN `Mr� g$ , 2'g �, , - TRACT 'A' STORM \ 26' 00 6,535 SF / 50' SCpQ�f► 2� �2 y PUBLIC STORM 1`Lg 9g 4pNO N�,, DRAINAGE TRACT 40' ^ o ai - -� 15,016 SF 0o cd o �M 3 S 8825'46" E 195.90.' I s46� M ry� a 20 PARCEL #1121039063 N221414"E �� KING COUNTY. FIRE 19.53' 9,976' SF DISTRICT 39 S83"11'03"W S 88'25'46" E 193.15' II N1�o LO .15' SANITARY I 04 19 SEWER EASEMENT o` 5' PRIVATE �`4 9,183 SF STORM DRAINAGE PER THE PLAT EASEMENT FOR THE OF DUMAS BAY I ! BENEFIT OF LOTS NO. 2 w S 88'25'46" E 192.88' 17-19 VOL. 112, PG 63-64 I io I � �^ 18 ! Z 9,770 SF I WETLAND 1 1 M BUFFER LINE 1 1 S 88'25'46" E 188.59, 1 i o i W S69 `0 3 TRACT 'B' 17 WETLAND o \ I BUFFER U.) o s,s12 SFf 20,264 SF n I �S\3\836 S 8825'46' E 191.96' 47'z TRACT 'E' OPEN SPACE I 40,025 SF 16 / o 5' PRIVATE STORM DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 13-16 26'01'24"E ,`n° 9,603 SF / 18.06' c> N13'26:27'E M / 1 S 89'48'03' E 170.90' A=12'19'09" 0 R=100.00 L=21.50 Co 15 122.91' 0 Z N88'25'46."W - N2525'57"E 11,021 SF , 22.72' 24. � 85' o d=8'10'41 " 2115510560 = RL=14..20 , 2433 10' UTIL NICHOLAS C & S EASEME BEVERLY BUELL o (TYP IC? N 14 w 15,327 SF iO 56 _ N �, r o� 13 - : .O^ C. 10,842 SF c0 co 101.58' 137.16' PARCEL # 1121039095 NB8'25'4( i FEDERAL WAY PUBLIC SCHOOLS LEGEND 0 SET REBAR AND CAP IS 30425" UNLESS OTHERWISE NOTED- 0 FOUND PROPERTY CORNER AS NOTED SET CITY OF FEDERAL WAY STANDARD MONUMENT CITY FILE NO. 15-1047.53-00-SU JOB NO. 05170 , 10' UTILITY04 u Q EASEMENT (TYPICAL) 1 1 1 co C? / Curve Table Curve # Length Radius Delta C1 23.18' 25.00' 53.13 C2 16.09' 25.00' 36.87 C3 22.03' 174.00' 7.26 C4 109.21' 174.00' 35.96 C5 33.48' 174.00' 11.02 C6 49.42' 226.00' 12.53 C7 52.38' 226.00' 13.28 C8 12.47' 226.00' 3.16 C9 6.65' 25.00' 15.25 C10 14.80' 25.00' 33.92 C11 45.04' 53.00' 48.69 C12 23.85 53.00' 25.78 C13 23.85' 53.00' 25.78 C14 36.00' 53.00'. 38.92 C 15 36.00' 53.00' 38.91 C16 24.43' 53,00' 26.41 C17 24.43' 53.00' 26.41 C18 43.88' 53.00' 47.44 C19 15.99' .25.00' 36.65 C20 5.46' 25.00' 12.52 C21 .13.64' 174.00' 4.49 C22 52.57' 174.00' 17.31: C23 21.77' 174.00' 7.17 C24 54.62' 226.00' 13.85 C25 47.61' 226.00' 12.07 C26: 39.14' 226.00' ` 9.92 . C27 12.00' 226.00' 3.04 C28 40.81' 226.00' 10.35 C29 14.08' 226.00' - 3.57 C30 16.09' 25.00' 36.87 C31 23.18' 25.00' 53.13 Line Table Line # Length Direction L1 8.35' N9'34'55"W 12 6.29' N30'32'26"E L3 23.25' N30'32'26"E i s 1 W ll 1I CIM F)WI f/EERI/VG & SURYEYM49 310 29th St. N.E. Suite 101 BUS: (253) 848-4282 PUYALLUP, WA 98372 FAX: (253) 848-4278 SHEET 3 OF 5. 0 SOUNDVIEW MANOR �z A PORTION OF. THE NE 1/4 OF THE SW 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN. O N J O vs CITY OF FEDERAL WAY, KING COUNTY 4' HOG WIRE FENCE / c PARCEL # 8731990290 ! as C tL POEM / / C�l HAROLD E RANSOM / c 01'16'53"W DETAIL AREA SCALE: 1 " 20' /ol� GG� 115.21y 40> / P v`Y �pNOSC 15' DRAINAGE / ) -3 S �j� EASEMENT PER t4AG� PLAT OF TWIN pos / LAKES 6 22 `•' 9521 � f VOL. i01, PG 32-33 9• � N I / / c s TRACT �G� FOUND 1-1/2" BRASS 50' o. a I MONUMENT IN CASE STAMPED SE&A INC OPEN SPACE / LS10618 ) o 8,548 SF S88'43'07"E ' %�? o, 596 44 �� 35.00 C31�p,SE ) 9,753 SF w w / SEE DETAIL AREA r� C1 64.26, 5,810 SF c0 3' 0 N\ 7.5 p7" S23'42 �QO"E \ \\� 10,188 SF 18.56 26' 50.2S S 245.79' 10.8' TRACT 2' 46" PETWAY N 80\ PARCEL # 8731990300 j C27 195.56 JOSEPH C DION CONCRETE PAT10 V Co 13.4' 3 0 / o C rn 10' UTILITY 9,773 SF WOOD SHED-W. BLDG. o EASEMENT (TYPICAL) 87'59'39" E 184.86' 12.7 OVERHANG-15.2' W. wII It N OF LINE & E. BLDG. J x _j a 5' PRIVATE STORM OVERHANG-4.2' / -.-+ DRAINAGE EASEMENT W. OF LINE FOR THE BENEFIT OF 4 _ e� / 1 j j v J J LOTS 2-5 w ------ J 9,730 SF to \ j� S 88'25'46" to z \ \ \ E 186.29' r. a / 3 PARCEL # 8731990330 9829 SF MHS L2 3 3 S 8825'46" E 201.52' / N / ��, �� ��► , TWIN. LAKES NO. 6 h� 3 o � VOL. 101, PGS. 32-33 10.8' w. LO 10,424 SIF N S 8825'46" E 210.23' \ 5' PRIVATE STORM DRAINAGE EASEMENT 1 9.8' W \ FOR THE BENEFIT OF LOTS 6-12 6' CHAIN LINK FENCE. j (0 j j j 10,893 SIF to J jj j S 88'25'46" E 214.21' 34 - 00 v j L 10' UTILITY F PARCEL # 8731990340 LUCY SMITH �L EASEMENT OPEN � 26' , 26' ( (TYPICAL) Q V 49,177 SF 2.1' E. `t N M i .! 10,849 SF ,n _ J C20 9.5' W. o S 88'25'46� E 206.13' 15.7' W. WOOD RETAINING WALL to z J 17.9' W. 4' HOG WIRE FENCE J. /o 9,676 SF to 35 PARCEL # 8731990350 �+ J 1 R53 4 co GERHARD F & JUDITH S 88 25'46" E 171.66' CARLSON 9.4 W. N U J ) 4J - Curve Table Curve # Length Radius Delta C 1 23.18' 25.00' 53.13 C2 16.09' 25.00' 36.87 C3 22.03' 174.00' 7.26 C4 109.21' 174.00' 35.96 C5 33.48' 174.00' 11.02 C6 49.42' 226.00' 12.53 C7 52.38' 226.00' 13.28 C8 12.47' 226.00' 3.16 C9 6.65' 25.00' 15.25 C10 14.80' 25.00' 33.92 C11 45.04' 53.00' 48.69 C12 23.85' 53.00' 25.78 C13 23.85' 53.00' 25.78 C14 36.00' 53.00' 38.92 C15 36.00' 53.00' 38.91 C16 24.43' 53.00' 26.41 C17 24.43' 53.00' 26.41 C18 43.88' 53.00' 47.44 C19 15.99' 25.00' 36.65 C20 5.46' 25.00' 12.52 C21 13.64' 174.00' 4.49 C22 52.57' 174.00' 17.31 C23 21.77' 174.00' 7.17 C24 54.62' 226.00' 13.85 C25 47.61' 226.00' 12.07. C26 39.14' 226.00' 9.92 C27 12.00' 226.00' 3.04 C28 40.81' 226.00' 10.35 C29 14.08' 226.00' 3.57 C30 16.09' 25.00' 36.87 C31 23.18' 25.00' 53.13 Line Table Line # Length Direction L1 8.35' N9'34'55"W 12 6.29' N30'32'26"E L3 23.25' N30'32'26"E -- 4'CH _ s 13,076 SF CHAIN LINK FENCE �6''�� 12 sue" W i F 10,841 SF �s PARCEL # 8731990370 6, NAOMI, D & RAFAEL G -� GARCIA o z I -/- CITY 37 6' WOOD FENCE 137.14' 6.25'N88'25'46"W 653.00' LEGENDSCALE: 1"= 40'Jw �,SET REBAR AND CAP "LS'30425 UNLESS .40 0 40 80 OTHERWISE NOTED F� �C/V/L ENGINEERING & SflffMEYMIG O FOUND PROPERTY CORNER AS NOTED4 38985 .9 SET CITY OF FEDERAL WAY STANDARD 0ISTgS5 310 29th St: N.E. Suite I01 BUS: (253) 848-4282 MONUMENT pNPUYAUUP, WA 98372 FAX: (253) 848-4278 FILE NO. 15-104753-00-SU _ JOB NO. 05170 SHEET 4 OF 5. 2% c 08 c.� SOUNDVIEW MANOR �z G A PORTION OF THE NE 1/4. OF THE SW 1/4 OF N SECTION 119 TOWNSHIP 2.1 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY ID 4 f: TRACT 'G' y OPEN SPACE 8,548 SF CA ou'o 9,753 SIF 6 0'a �V �gRjai------�• qv 0 SF 10,188 SIF / TRACT'XTRACT 'H' ' STORY PED. PATHWAY 6,535 SF SCALE: 1"— 60' 3 so o so 120 9,773 SF 21 ---� 4 15=016 SF — — / 9.730 SF LEGEND lit 20 v� - — • SET REBAR AND CAP "LS 30425" UNLESS 5 OTHERWISE NOTED 9,976SF . Qr� 9,829 SF ` O FOUND PROPERTY CORNER AS NOTED & SET CITY OF FEDERAL WAY STANDARD — —ESS — MONUMENT 19 8' WALL EASEMENT FOR ACC 9,783 SF MAINTENANCE, AND DRAINAGE (TYP) s —__— --- _ 10,424 SF 9,770 SF 8' WALL EASEMENT FOR ACCESS, 7 MAINTENANCE, AND DRAINAGE (TYP) 10,893 SF TRACT 13' .. — _ — — — — — — — — TRACT P WMMD 17 8 OM PACE BUFFER 20,264 SF 9,812 SF 9,177 SIF 10.849 SF TRACT'FOPEN — _----- -----_ SPACE- 4Q,025 SF 16 9,603 SF 9 9,676 SF 11,05SF \ 10 ---- \ \ 10,363 SF 14 \� 15,327 SF 13,076 SF \ \ 13 12 10,842 S10,84t SF F I.. TRACT NOTES RETAINING WALLS ADDRESSES TRACT A: PUBLIC STORM DRAINAGE TRACT. TRACT A IS TO BE DEDICATED RETAINING WALL SHALL BE HARMONIOUS WITH RESIDENTIAL USE TO THE CITY.OF FEDERAL WAY UPON .RECORDING OF THIS PLAT ND OF THE SITE AND SHALL PROMOTE RESIDENTIAL DESIGN THEMES - STATUTORY WARRANTY DEED, RECORDING NUMBER: 2—b 1�jl, a D(� 125 I, THROUGH SUCH. MEANS AS TERRACING, ORIENTATION, NATURAL ' MATERIAL SELECTION, USE OF VEGETATION SCREENING, AND TRACT B: WETLAND BUFFER CRITICAL AREA TRACT: ALL CONVEYANCES OF TEXTURAL TREATMENT TO BE DESIGNED BY THE APLICANT AND LOTS IN THIS PLAT MUST CONTAIN A A JOINT OWNERSHIP INTEREST IN APPROVED BY THE COMMUNITY DEVEPOPMENT DEPARTMENT. TRACT B. THIS CRITICAL AREA TRACT AND WETLAND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL, INTEREST IN THE LAND WITHIN THE TRACT. THIS ANY WALL, OR SERIES OF TERRACED WALLS, OVER 4' HIGH SHALL INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL , REQUIRE PERMIT BUILDING PERMIT AND SHALL BE DESIGNED .AND PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, E STAMPED. STAMPED BY A GEOTEC INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF Y A ENGINEER LICENSED THE STATE SLOPE STABILITY AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE OF WASHALL SLOPES OVER 2H:1V SHALL BE PERMANENTLY STABILIZED WITH RETAINING WALL, ROCKERY; OR CRITICAL. AREA TRACT/BUFFER IMPOSES UPON ALL PRESENT AND FUTURE PERMANENT SLOPE STABILIZING LANDSCAPING DOES NOT OWNERS OF THE LAND THE OBLIGATION TO LEAVE UNDISTURBED ALL TREES ( AND OTHER VEGETATION WITHIN THE TRACT/BUFFER. THE. VEGETATION WITHIN INCLUDE GRASS' OR SOD). LOTS SHALL BE GRADED TO AVOID THE TRACT MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DIRECTING RUNOFF ONTO NEIGHBORING RESIDENTIAL LOTS. DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY. OF FEDERAL WAY GRADING, DRAINAGE, AND LANDSCAPING SHALL BE SHOWN ON DEPARTMENT OF COMMUNITY DEVELOPMENT OR ITS SUCCESSOR AGENCY. THE SITE PLAN AND MUST BE APPROVED BY THE PUBLIC WORKS ANY REQUEST TO REMOVE DEAD, DYING, DANGEROUS OR DISEASED TREES DEPARTMENT: AND VEGETATION MUST BE PREPARED BY A QUALIFIED PROFESSIONAL ARBORIST OR OTHER APPROPRIATE PROFESSIONAL. TRACT B MAY NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, MAY NOT BE FURTHER PLAT NOTES SUBDIVIDED, AND MAY NOT BE USED FOR FINANCIAL GAIN. ALL ROOF DRAINS AND ANY FOOTING DRAINS FOR BUILDINGS OR TRACTS C AND D: PRIVATE LANDSCAPE TRACTS: ALL CONVEYANCES OF RETAINING WALLS SHALL BE CONNECTED TO THE STREET SYSTEM. LOTS IN THIS PLAT MUST CONTAIN A A JOINT OWNERSHIP INTEREST IN FOOTING DRAINS MAY ONLY BE CONNECTED TO ROOF DRAINS ATA LOT 1 31300 43RD PLACE SOUTHWEST LOT 2 31306 43RD PLACE SOUTHWEST LOT 3 31312 43RD PLACE SOUTHWEST LOT 4 31318 43RD PLACE SOUTHWEST LOT 5 31324 43RD PLACE SOUTHWEST LOT 6 31330 43RD PLACE SOUTHWEST LOT 7 31336 43RD PLACE SOUTHWEST LOT 8 31340 43RD PLACE SOUTHWEST LOT 9 31346 43RD PLACE SOUTHWEST LOT 10 31352 43RD PLACE SOUTHWEST LOT 11 31358 43RD PLACE SOUTHWEST LOT 12. 31360 43RD PLACE SOUTHWEST LOT 13 31361 43RD PLACE SOUTHWEST LOT 14 31357 43RD PLACE SOUTHWEST LOT 15 31351 43RD PLACE SOUTHWEST LOT 16 31345 43RD PLACE SOUTHWEST LOT 17 31339 43RD PLACE SOUTHWEST LOT 18 31333 43RD PLACE SOUTHWEST LOT 19 31327 43RD PLACE SOUTHWEST LOT 20 31321 43RD PLACE SOUTHWEST LOT 21 131315 43RD PLACE SOUTHWEST TRACTS C AND D FOR OWNERSHIP AND MAINTENANCE. PURPOSES. TRACTS C POINT DOWNSTREAM OF THE LOTS' ROOF DOWNSPOUTS AND MUST AND D MAY NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, MAY BE THE LOWEST POINT OF THE FOOTING DRAIN NOT BE FURTHER SUBDIVIDED, AND MAY NOT BE USED FOR FINANCIAL GAIN: TRAFFIC IMPACT FEE: TRACTS E, F AND G. CONSERVATION NATIVE GROWTH TRACTS: ALL EACH LOT WILL BE ASSESSED TRAFFIC IMPACT FEES WHEN A CONVEYANCES OF LOTS IN THIS PLAT MUST CONTAIN A A JOINT OWNERSHIP BUILDING PERMIT APPLICATION IS ISSUED FOR EACH LOT UNLESS INTEREST IN TRACTS E, F AND G FOR OWNERSHIP AND MAINTENANCE DEFERRED AS ALLOWED BY FEDERAL WAY CITY CODE. PURPOSES. THESE TRACTS CONTAIN SPECIAL NATURAL AND PHYSICAL AMENITIES, THE CONSERVATION OF WHICH WOULD BENEFIT SURROUNDING 43RD PLACE SW, 29,870 SQUARE FEET, DEDICATED FOR PUBLIC PROPERTIES OR THE COMMUNITY AS A WHOLE. THE CONSERVATION AREA RIGHT-OF-WAY. UPON RECORDING OFTIjUA S PLAT AN STTU TRACT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS. OF THE LAND WARRANTY DEED, RECORDING NUMBER: LCo t f i5 f THE OBLIGATION TO LEAVE UNDISTURBED, ALL TREES AND OTHER VEGETATION WITHIN THE TRACT. THE VEGETATION WITHIN THE TRACT MAY. NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT OR ITS SUCCESSOR AGENCY. ANY REQUEST TO REMOVE DEAD, DYING, DANGEROUS OR DISEASED TREES AND VEGETATION MUST BE PREPARED BY A QUALIFIED PROFESSIONAL ARBORIST OR OTHER APPROPRIATE PROFESSIONAL. TRACTS E, F AND G MAY NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, MAY NOT BE FURTHER SUBDIVIDED, AND MAY NOT BE USED FOR FINANCIAL GAIN. TRACT H: PEDESTRIAN TRACT: ALL CONVEYANCES OF LOTS IN THIS PLAT : �� l �� • • • J�I/7�.i• MUST CONTAIN A A JOINT OWNERSHIP INTEREST IN TRACT H FOR OWNERSHIP AND MAINTENANCE PURPOSES. TRACT H IS A PEDESTRIAN C/Y/z E/ I)VIFER//VG df .SUR{/EY/NG ACCESS TRACT FOR PUBLIC USAGE AND IS TO REMAIN OPEN. TRACT H MAY o NOT BE DEVELOPED WITH ANY BUILDINGS OR STRUCTURES, MAY NOT BE o .A 38985 q FURTHER SUBDIVIDED, AND MAY NOT BE USED FOR FINANCIAL GAIN. 01sTVS 310 29th St. N.E. Suite 101 BUS: (253) 848-4282 PUYALLUP, WA 98372 FAX: (253) 848-4278 L LAIC CITY FILE NO. 15-104753-00-SU cZ-1. - —( JOB NO. 05170 SHEET 5 OF 5