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CNOT241737
<br />OTOP241737
<br />CGRD241737
<br />TBLOCK
<br />ASI T241737
<br />CSI T241737
<br />U O
<br />N N
<br />O \
<br />N
<br />Permit #: PW1903-033
<br />Site Address: 1622 E MARINE VIEW DR
<br />Owner: DEVCO INC (DAVID RATFLIFF)
<br />Tenant: [TenName]
<br />App. Date: 3/15/2019
<br />Proposed Use:
<br />03 Description: POT HOLE IN STREET TO LOCATE 4'
<br />COMBINED SEWER/STORM
<br />Reviewed By: Date: 2
<br />Office Set Job Site Set Fire/Planning Set
<br />N8800'16"W 52.76'
<br />- A Anen C14 7'+1 Af nC ni0
<br />N . OF SE, It. 1/4.
<br />K)oRK MW TITS UMIT
<br />Pw (q03.-4�3 WLY Pe,019D fog "OUNQ
<br />L� m Owl Com6INV> SEWEX mmN. ALL
<br />?18MMIV4, bj0pt AND �IV►L WORK OWE
<br />szeftfir' l ors AND NorINWILIMP
<br />'04'55"W 732.02' I t4 E 5CDVC- 0(5 0IS f�Am M
<br />Approximate location
<br />\of pot holing for
<br />combined sewer/storm
<br />BUILDING GRID LOCATION
<br />BUILDING
<br />GRID IN T.
<br />NORTH
<br />EAST
<br />A
<br />A.1-A. a
<br />366177.69
<br />1309250.64
<br />A.2-A. a
<br />366134.79
<br />1309203.14
<br />A.2-A.b
<br />366020.50
<br />1309306.35
<br />B
<br />B.1-B. a
<br />366032.22
<br />1309382.00
<br />B. 2-B. a
<br />365989.32
<br />1309334.50
<br />B.2-B.b
<br />365875.03
<br />130943771
<br />C
<br />C.1-C. a
<br />365876.79
<br />1309526.79
<br />C.1-C.b
<br />365823.29
<br />1309575.10
<br />C.2-C.b
<br />365807.21
<br />1309557.29
<br />D
<br />D.1-D. a
<br />365846.16
<br />1309478.99
<br />D.2-D. a
<br />365830.07
<br />1309461.18
<br />D.2-D.b
<br />365776.57
<br />1309509.49
<br />E
<br />E.2-E. a
<br />365713.72
<br />1309683.62
<br />El -Ea
<br />365720.39
<br />1309489.48
<br />El-E.b
<br />365656.34
<br />1309487.29
<br />F
<br />F.2-F. a
<br />365722.29
<br />1309434.12
<br />F.1-F. a
<br />365727.64
<br />1309278. 05
<br />F.1-F.b
<br />365663.60
<br />1309275.85
<br />G
<br />G.1-G.a
<br />365696.30
<br />1309017.80
<br />G.1-G.b
<br />365691.36
<br />1309161.88
<br />G.2-G.b
<br />365667.37
<br />1309161.06
<br />H
<br />H.1-H. a
<br />366226.77
<br />1309149.33
<br />H.2-H. a
<br />366198.05
<br />1309148.39
<br />H.1-H.b
<br />366224.27
<br />1309221.42
<br />J
<br />J.2-J.b
<br />365817.07
<br />1309330.71
<br />J.2-Jo
<br />365825.78
<br />1309077.03
<br />J.1-J.0
<br />366030.48
<br />1309084.05
<br />CURB RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />4
<br />FOC LOCATION
<br />�i
<br />25.0'
<br />39.2'
<br />89 5432"
<br />PC=
<br />STA 74+74.81, 29.41' RT
<br />4/4=
<br />STA 74+84.36, 31.32' RT
<br />4/2=
<br />STA 11 +24.42, 23.82 L T
<br />3A/4=
<br />STA 11+16.31, 18.40' LT
<br />PT=
<br />STA 11+06.76, 16.50' LT
<br />®
<br />25.0'
<br />19.7'
<br />4510917"
<br />PC=
<br />STA 75+57.89, 29.52' RT
<br />4/4=
<br />STA 75+48.29, 31.39' RT
<br />4/2=
<br />STA 11 +24.35, 23.86' RT
<br />3A/4=
<br />STA 11+16.22, 18.41' RT
<br />PT=
<br />STA 11+06.62, 16.50' RT
<br />10.0'
<br />7.9'
<br />45100100"
<br />PC=
<br />STA 10+24.07, 16.50' LT
<br />4/4=
<br />STA 10+20.24, 17.26' LT
<br />4/2=
<br />STA 27+ 76.49, 16.89' L T
<br />34/4=
<br />STA 27+73.25, 14.72' LT
<br />PT=
<br />STA 27+69.42, 13.95' LT
<br />®
<br />25.0'
<br />19.7'
<br />4511'22"
<br />PC=
<br />STA 10+22.65, 16.50' RT
<br />4/4=
<br />STA 10+13.05, 18.42' RT
<br />A/2=
<br />STA 28+14.78, 11.94' LT
<br />3A/4=
<br />STA 34+ 18.03, 39.42' L T
<br />PT=
<br />STA 34+22.99, 32.15' LT
<br />®
<br />25.0'
<br />49.7'
<br />11351'08"
<br />PC=
<br />STA 27+94.88, 14.06' RT
<br />4/4=
<br />STA 28+14.21, 14.63' RT
<br />4/2=
<br />STA 28+30.17, 16.07' RT
<br />3A/4=
<br />STA 28+40.65, 22.49' RT
<br />PT=
<br />STA 28+46.79, 33.14' RT
<br />10.0'
<br />23.4'
<br />134'02'52"
<br />PC=
<br />STA 50+78.72, 12.00' RT
<br />4/4=
<br />STA 50+91.59, 12.00' RT
<br />A/2=
<br />STA 50+99.53, 12.79' RT
<br />3A/4=
<br />STA 51+03.97, 16.48' RT
<br />PT=
<br />STA 51+05.63, 22.00' RT
<br />�7
<br />20.0'
<br />16.0'
<br />45 57'08"
<br />PC=
<br />STA 35+50.67, 18.09' LT
<br />A/4=
<br />STA 35+53.73, 15.51' LT
<br />A/2=
<br />STA 35+57.24, 13.59' L T
<br />34/4=
<br />STA 35+61.06, 12.40' LT
<br />PT=
<br />STA 35+65.05, 12.00' LT
<br />®
<br />25.0'
<br />37.5'
<br />85 56'08"
<br />PC_
<br />STA 43+12.51, 36.23' RT
<br />A/4=
<br />STA 43+09.40, 28.31' RT
<br />A/2=
<br />STA 43+03.82, 21.89' RT
<br />34/4=
<br />STA 42+96.40, 17.71' RT
<br />PT=
<br />STA 42+88.02, 16.26' RT
<br />09
<br />18.0'
<br />25.9'
<br />823443"
<br />PC=
<br />STA 20+29.69, 14.15' RT
<br />A14=
<br />STA 20+23.55, 16.12' RT
<br />A/2=
<br />STA 20+18.49, 20.12' RT
<br />3A/4=
<br />STA 20+15.17, 25.65' RT
<br />PT=
<br />STA 20+14.02, 32.00' RT
<br />LINE TABLE
<br />LINE #
<br />LENGTH
<br />DIRECTION
<br />L1
<br />161.16'
<br />N47'55'05"E
<br />L2
<br />282.66'
<br />N15927'E
<br />L3
<br />122.95'
<br />S87 5954"E
<br />L4
<br />327.89'
<br />S42"04'55"E
<br />L5
<br />37.63'
<br />S15757"W
<br />L6
<br />584.07'
<br />S88102'03"E
<br />L7
<br />51.25'
<br />S1'59'27"W
<br />L8
<br />172.96'
<br />S88'02'03"E
<br />L9
<br />51. 75'
<br />N1 '57'57"E
<br />L10
<br />22.00'
<br />S1 °57'57"W
<br />L 11
<br />78.72'
<br />S42 `0455 "E
<br />L 12
<br />21.75'
<br />N1 '53'11 "E
<br />L13
<br />153.88'
<br />N159'14"E
<br />L 14
<br />83.99'
<br />S88 00'46 "E
<br />L 15
<br />1095.08'
<br />S42'0455 "E
<br />CURVE ' TABLE
<br />CURVE #
<br />A
<br />RADIUS
<br />LENGTH
<br />C1
<br />N46 5946t
<br />25.85'
<br />40.61'
<br />C2
<br />S65 02'24'E
<br />24.00'
<br />19.23'
<br />C3
<br />S2003'29"E
<br />40.00'
<br />30. 75'
<br />C4
<br />S43°01'18"E
<br />16.50'
<br />25.92'
<br />C5
<br />N46 *57'571E
<br />16. 00'
<br />25.13'
<br />C6
<br />S20103291E
<br />22.00'
<br />16.91'
<br />C7
<br />N21 4559"W
<br />22.50'
<br />18.66'
<br />C8
<br />N2237'12"W
<br />14.50'
<br />11.59'
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<br />U
<br />CLIENT
<br />RIVERVIEW I, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA 98004
<br />PHONE: (425) 453-9551
<br />CONSULTANTS
<br />Site Planning , Civil Engineering
<br />Land Use Consulting Project Management
<br />11431 Willows Rd. NE, Suite 120
<br />Redmond, WA 98052
<br />Phone: (425) 285-2390 1 FAX: (425) 285-2389
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-17-037
<br />ffi
<br />q DRAWING
<br />lv C2.00
<br />0 50 100 Know what's below.
<br />Call before you dig. SHEET 9 OF 44
<br />PLAN IN FEET Copyright © 2018 CPH Consultants, LLC. All Rights Reserved.
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