Drawings - DTFASA-17-R-00152 Portland ASSC (8-18-2017).8-18-2017

REF Tran/RU LAT LONG X2 45⁰35'50.622"N 122⁰36'35.625"W 25.00 40.00 65.00 RU 1 45⁰35'15.071"N 122⁰35'20.841"W 32.50 257.00 289.50 1.954 6,411.07 124⁰11'52" 224.50 RU 2 45⁰35'15.378"N 122⁰35'20.513"W 32.50 257.00 289.50 1.949 6,394.67 123⁰56'42" 224.50 RU 3 45⁰35'26.236"N 122⁰34'46.221"W 32.50 40.00 72.50 2.482 8,143.44 107⁰40'48" 7.50 RU 4 45⁰35'05.728"N 122⁰34'1.644"W 31.50 30.00 61.50 3.605 11,828.01 112⁰38'12" (3.50) RU 5 45⁰34'39.989"N 122⁰33'45.498"W 38.00 86.00 124.00 4.294 14,088.61 120⁰32'57" 59.00 RU 6 45⁰34'56.099"N 122⁰34'37.882"W 23.00 120.00 143.00 3.053 10,016.89 123⁰32'55" 78.00 RU 7 45⁰34'36.711"N 122⁰34'47.077"W 23.67 40.00 63.67 3.274 10,741.99 134⁰13'32" (1.33) RU 8 45⁰35'06.010"N 122⁰36'08.267"W 20.90 51.00 71.90 1.499 4,918.22 156⁰46'37" 6.90 RU 9 45⁰34'46.022"N 122⁰37'03.663"W 29.00 40.00 69.00 2.123 6,965.56 199⁰56'45" 4.00 RU 10 45⁰35'00.140"N 122⁰37'09.126"W 14.83 40.00 54.83 1.719 5,640.04 204⁰54'23" (10.17) RU 11 45⁰35'42.912"N 122⁰37'39.938"W 23.75 40.00 63.75 1.41 4,626.21 260⁰16'17" (1.25) RU 12 45⁰35'55.405"N 122⁰37'16.387"W 26.00 60.00 86.00 1.398 4,586.84 276⁰03'40" 21.00 RU 13 45⁰35'51.915"N 122⁰35'55.709"W 27.00 30.00 57.00 0.8636 2,833.47 087⁰57'28" (8.00)

Elevation Above /Below RefTran

Distance Between

(FT)

Bearing from X2

Location in relation to X2Antenna Elevation

Ground Elevation

Height Antenna Elevation

Distance between

(KM)

3 15 18 15 19 18 24 4 19 25 19 25 25 32 5 24 31 24 31 31 40 6 29 37 29 37 37 48 7 42 54 42 54 54 70 8 48 62 48 62 62 80 9 54 70 54 70 70 90 10 60 77 60 77 77 100 11 66 85 66 85 85 111 t > 12”, CLASS B SPLICE, LENGTH = 1.3Ld

(INCHES)

1. t = THICKNESS OF FRESH CONCRETE BELOW THE BOTTOM SURFACE OF A BAR

2. Ld = DEVELOPMENT LENGTH OF BAR

3. CLASS A SPLICE DOES NOT APPLY TO THIS PROJECT.

t < 12”, Ld

(INCHES)

t > 12”, Ld

(INCHES)

SPLICE LENGTH TABLE (4000PSI)

BAR SIZE

t < 12”, CLASS A SPLICE, LENGTH = 1.0Ld

(INCHES)

t < 12”, CLASS B SPLICE, LENGTH = 1.3Ld

(INCHES)

t > 12”, CLASS A SPLICE, LENGTH = 1.0Ld

(INCHES)

Coordinate all work at this location with Airport Operations to avoid hazardous conditions (noise, aircraft movement)