gd&f consulting engineersn55 49'06"e 76.41' richard a. & barbara dennis &...
TRANSCRIPT
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PROFILE
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EXISTING GRADE
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PROPOSED GRADE
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BEGIN ROAD OVERLAY POVT STA. = 1+00.00 POVT EL. = 1009.46 (MATCH TO EXISTING)
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PLAN
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END ROAD TAPER, BEGIN FULL WIDTH ROAD POVT STA. = 3+45.00 POVT EL. = 1027.83
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UPPER COBUN CREEK ROAD RELOCATION STA. 1+19.00 = PROPOSED ACCESS DRIVE STA. 0+00.00
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PROPOSED ACCESS DRIVE
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18" DIA. HDPE STORM SEWER No. 1
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18" DIA. HDPE STORM SEWER No. 2
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7.54%
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7.50%
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END ROADWAY OVERLAY, BEGIN ROADWAY TAPER STA. 1+78.00 (MATCH TO EXISTING)
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END ROADWAY TAPER, BEGIN FULL WIDTH ROADWAY POVT STA. = 3+23.00 POVT EL. = 1026.18
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2:1
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GATE, SEE DETAIL SHEET 90
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2.5:1
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24' WIDE UPPER COBUN CREEK ROAD RELOCATION, SEE TYPICAL ROADWAY SECTION SHEET 87
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LIMIT OF TEMPORARY CONSTRUCTION EASEMENT LINE
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REQUIRED RIGHT-OF-WAY LINE
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REQUIRED RIGHT-OF-WAY LINE
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50' WVDOT
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REQUIRED RIGHT-OF-WAY
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30' WIDE WVDOT REQUIRED RIGHT-OF-WAY TO BE ABANDONED AFTER DAM CONSTRUCTION
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MARVIN E. & BARBARA WOTRING 13-6-95 862-197
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MARVIN E. & BARBARA J. WOTRING 13-6-95.2 1130-351
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MORGANTOWN WATER COMMISSION 13-6-95.3 581-426
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EXISTING UPPER COBUN CREEK ROAD TO BE ABANDONED AFTER DAM CONSTRUCTION
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BEGIN ROADWAY OVERLAY STA. 1+00.00 (MATCH TO EXISTING)
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END ROADWAY OVERLAY, BEGIN ROADWAY TAPER STA. 1+78.00 (MATCH TO EXISTING)
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END ROADWAY TAPER, BEGIN FULL WIDTH ROADWAY STA. 3+23.00
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BEGIN GUARDRAIL TYPE I STA. 0+78.00
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BEGIN GUARDRAIL TYPE I STA. 1+49.00
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UPPER COBUN CREEK ROAD RELOCATION
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INV. EL. = 1004.11
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INV. EL. = 1005.97
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27 LF OF 18" DIA. HDPE SLOPED AT 6.89%
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2:1
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2:1
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ACCESS DRIVE CENTERLINE
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UPPER COBUN CREEK ROAD RELOCATION STA. 1+19.00 = PROPOSED ACCESS DRIVE STA. 0+00.00
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ROADWAY SWALE CLASS A RIPRAP, SEE DETAIL ON SHEET 87
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RIPRAP APRON (RA-01), SEE DETAIL SHEET 101
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TYPE E-S ENDWALL, SEE DETAIL SHEET 87
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INV. EL. = 1034.00
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INV. EL. = 1035.37
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44 LF OF 18" DIA. HDPE SLOPED AT 3.11%
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RIPRAP APRON (RA-02), SEE DETAIL SHEET 101
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R=20.0'
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ROADWAY SWALE LINED WITH RIPRAP CLASS A, SEE DETAILS ON SHEET 87
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R=8.0'
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INV. EL. = 993.00
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49 LF OF 18" DIA. HDPE SLOPED AT 6.1%
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30' WVDOT
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REQUIRED RIGHT-OF-WAY
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30' WVDOT
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REQUIRED RIGHT-OF-WAY
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47.57'
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177.28'
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S48°11'43"E
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S56°26'52"E
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292.10'
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S75°41'37"E
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DRIVEWAY
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TYPE E-S ENDWALL, SEE DETAIL SHEET NO. 87
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GATE, SEE DETAIL SHEET NO. 90
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WIRE FENCE, SEE DETAIL
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10' WIDE STABILIZED DRIVEWAY, SLOPED AT 12.5%,
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TEMPORARY WIRE FENCE, ALONG TEMPORARY EASEMENT, TO BE REMOVED UPON INSTALLATION OF WIRE FENCE, ALONG RIGHT-OF-WAY
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EXISTING FENCE TO BE REMOVED TO LIMITS SHOWN
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WIRE FENCE (INSTALLED ALONG RIGHT-OF-WAY)
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7.50%
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STATION
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POINT
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COORDINATES
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NORTHING
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EASTING
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0+00.00
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BEGIN
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393415.75
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1845751.76
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0+22.87
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PI
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393399.01
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1845767.35
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0+77.14
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PI
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393360.50
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1845805.58
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1+24.70
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PI
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393328.80
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1845841.04
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1+60.89
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PC
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393305.97
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1845869.12
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1+85.14
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M
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393291.13
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1845888.30
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1+85.16
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PI
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393290.66
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1845887.95
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2+09.39
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PT
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393277.24
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1845908.18
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3+86.67
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PC
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393179.26
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1846055.92
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4+70.65
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M
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393138.93
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1846129.46
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4+71.45
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PI
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393132.41
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1846126.57
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5+54.62
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PT
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393111.46
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1846208.71
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8+46.72
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PC
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393039.28
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1846491.75
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8+93.88
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M
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393025.49
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1846536.83
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8+94.02
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PI
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393027.59
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1846537.59
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9+41.04
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PT
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393007.52
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1846580.42
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10+53.14
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PC
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392959.94
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1846681.92
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11+36.59
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M
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392936.44
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1846761.66
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11+39.25
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PI
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392923.39
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1846759.89
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12+20.05
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PT
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392937.84
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1846844.78
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12+34.57
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PC
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392940.28
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1846859.10
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12+93.42
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M
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392956.26
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1846915.62
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12+94.33
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PI
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392950.30
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1846918.02
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13+52.27
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PT
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392983.88
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1846967.45
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14+28.68
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PC
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393026.81
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1847030.67
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14+40.94
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M
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393033.44
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1847040.97
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14+40.95
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PI
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393033.70
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1847040.82
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14+53.20
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PT
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393039.57
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1847051.59
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15+19.11
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END
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393071.08
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1847109.48
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SUMMARY OF UPPER COBUN CREEK ROAD RELOCATION CENTERLINE COORDINATES
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BEARING
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S42°57'41.25"E
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S48°11'43.33"E
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N80°20'22.20"E
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N55°49'05.59"E
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N61°26'16.74"E
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S44°47'41.93"E
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S50°53'25.16"E
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S56°26'52.48"E
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S75°41'36.76"E
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N80°20'22.20"E
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N55°49'05.59"E
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S50°53'25.16"E
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S56°26'52.48"E
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S56°26'52.48"E
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S75°41'36.76"E
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N80°20'22.20"E
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N55°49'05.59"E
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N61°26'16.74"E
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MID POINT CURVE
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MID POINT CURVE
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MID POINT CURVE
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MID POINT CURVE
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MID POINT CURVE
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MID POINT CURVE
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S75°41'36.76"E
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S64°53'05.87"E
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S64°53'05.87"E
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S64°53'05.87"E
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CHECKED BY:
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SEAL
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JOB:
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FILE:
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DESCRIPTION
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REVISIONS
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DATE
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NO.
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PLOT CREATED: 11/3/2016 2:50 PM11/3/2016 2:50 PM
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MONONGALIA COUNTY, WEST VIRGINIA
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COBUN CREEK DAM NO. 2 CONSTRUCTION
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MORGANTOWN UTILITY BOARD
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14069
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AS SHOWN
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MVG/WAA
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M
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STATE
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OF
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G:\14069\_DESIGN - BID\076-078 PRO PROFILES - ROAD
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9/23/16
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WVDEP DAM SAFETY - RE-SUBMISSION
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9/7/16
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1
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076
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AJL
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76
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UPPER COBUN CREEK ROAD RELOCATION PLAN AND PROFILE
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1 inch = ft.
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GRAPHIC SCALE
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20
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0
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MATCH LINE TO SHEET No. 77
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MATCH LINE TO SHEET No. 77
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BID SET REVISIONS
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9/23/16
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2
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ADDENDUM No. 3 - REVISED PROFILE ELEVATIONS
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11/5/16
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3
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PROFILE
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EXISTING GRADE
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PROPOSED GRADE
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PLAN
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PVC STA. = 8+42.97 PVC EL.=1065.18
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PVT STA. = 10+10.00 PVT EL. = 1070.43
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VERTICAL CREST CURVE No. 1 PVI STA. = 9+22.97 PVI EL. = 1071.18 VC = 160 E = 1.125 DESIGN SPEED = 35 MPH HLSD = 250' (REQUIRED) HLSD = 252' (ACTUAL)
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PVC STA. = 10+30.00 PVC EL.=1071.47
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PVT STA. = 11+30.00 PVT EL. = 1069.85
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VERTICAL CREST CURVE No. 2 PVI STA. = 10+80.00 PVI EL. = 1071.61 VC = 100 E = 0.49 DESIGN SPEED = 35 MPH HLSD = 250' (REQUIRED) HLSD = 327' (ACTUAL)
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END FULL WIDTH ROAD BEGIN ROAD TAPER POVT STA. = 11+82.00 POVT EL. = 1068.02
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UPPER COBUN CREEK ROAD RELOCATION STA. 9+32.45 = PROPOSED DAM CREST ACCESS DRIVE STA. 0+00.00
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PROPOSED DAM CREST ACCESS DRIVE
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7.50%
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1.00%
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-3.50%
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BEGIN PULL-OFF STA. 8+63.00
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GATE, SEE DETAIL SHEET 90
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2.5:1
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24' WIDE UPPER COBUN CREEK ROAD RELOCATION, SEE TYPICAL ROADWAY SECTION SHEET 87
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2.75:1
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7.50%
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1.00%
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2:1
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3:1
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2.5:1
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3.75%
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2:1
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GUARDRAIL CLASS I (TYP.)
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REQUIRED RIGHT-OF-WAY LINE
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LIMIT OF TEMPORARY CONSTRUCTION EASEMENT LINE
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LIMIT OF TEMPORARY CONSTRUCTION EASEMENT LINE
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LIMIT OF CONSTRUCTION EASEMENT LINE
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REQUIRED RIGHT-OF-WAY LINE
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50' WVDOT
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REQUIRED RIGHT-OF-WAY
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50.00' WVDOT
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REQUIRED RIGHT-OF-WAY
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REQUIRED RIGHT-OF-WAY LINE
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WVDOT REQUIRED RIGHT-OF-WAY TO BE ABANDONED AFTER DAM CONSTRUCTION
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30' WIDE WVDOT REQUIRED RIGHT-OF-WAY TO BE ABANDONED AFTER DAM CONSTRUCTION
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MORGANTOWN WATER COMMISSION 13-6-95.3 581-426
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MORGANTOWN WATER COMMISSION 13-6-95.3 581-426
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EXISTING UPPER COBUN CREEK ROAD TO BE ABANDONED AFTER DAM CONSTRUCTION
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EXISTING UPPER COBUN CREEK ROAD TO BE ABANDONED AFTER DAM CONSTRUCTION
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UPPER COBUN CREEK ROAD RELOCATION
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END ROADWAY TAPER, STA. 14+28.00 (MATCH TO EXISTING)
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BEGIN GUARDRAIL TYPE I STA. 9+20.00
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END GUARDRAIL TYPE I STA. 8+99.00
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END PULL-OFF STA. 9+83.00
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DAM CREST CENTERLINE
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ROADWAY SWALE LINED WITH RIPRAP CLASS A, SEE DETAIL ON SHEET 87
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R=15.0'
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R=50.0'
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R=15.0'
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R=50.0'
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UPPER COBUN CREEK ROAD RELOCATION STA. 9+32.45 = PROPOSED DAM CREST STA. 0+00.00
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ROADWAY SWALE LINED WITH RIPRAP CLASS A, SEE DETAILS ON SHEET 87
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JAMES L. & KATHLEEN P. BROOKS 13-6-96.1 686-552
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30' WVDOT
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REQUIRED RIGHT-OF-WAY
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30' WVDOT
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REQUIRED RIGHT-OF-WAY
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292.10'
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S64°53'06"E
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112.10'
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S75°41'37"E
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N80°20'22"E 14.52'
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N55°49'06"E 76.41'
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JAMES L. & KATHLEEN P. BROOKS 13-6-96.1 686-552
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PRIOR TO CONSTRUCTION CONTRACTOR TO INSTALL ORANGE CAUTION FENCE AT TEMPORARY EASEMENT. AFTER CONSTRUCTION CONTRACTOR TO REMOVE FENCING. DO NOT STORE MATERIALS ON SLOPE DURING CONSTRUCTION.
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CHECKED BY:
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PLOT CREATED: 11/3/2016 2:51 PM11/3/2016 2:51 PM
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MONONGALIA COUNTY, WEST VIRGINIA
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COBUN CREEK DAM NO. 2 CONSTRUCTION
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MORGANTOWN UTILITY BOARD
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14069
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AS SHOWN
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MVG/WAA
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G:\14069\_DESIGN - BID\076-078 PRO PROFILES - ROAD
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9/23/16
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WVDEP DAM SAFETY - RE-SUBMISSION
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9/7/16
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1
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077
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UPPER COBUN CREEK ROAD RELOCATION PLAN AND PROFILE
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1 inch = ft.
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MATCH LINE TO SHEET No. 78
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MATCH LINE TO SHEET No. 76
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MATCH LINE TO SHEET No. 78
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BID SET REVISIONS
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9/23/16
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2
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ADDENDUM No. 3 - REVISED PROFILE ELEVATIONS
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11/5/16
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3
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END ROAD TAPER POVT STA. = 14+28.00 POVT EL. = 1061.09 (MATCH TO EXISTING)
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PROFILE
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PLAN
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PROPOSED GRADE
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18" DIA. HDPE STORM SEWER No. 3
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0.33%
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30" (MIN.)
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30" (MIN.)
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END FULL WIDTH ROADWAY, BEGIN ROADWAY TAPER POVT STA. = 13+05.00 POVT EL. = 1063.70
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-3.50%
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JAMES L. & KATHLEEN P. BROOKS 13-6-96.1 686-552
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UPPER COBUN CREEK ROAD RELOCATION
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LIMIT OF TEMPORARY CONSTRUCTION EASEMENT LINE
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WVDOT REQUIRED RIGHT-OF-WAY TO BE ABANDONED AFTER CONSTRUCTION
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EXISTING UPPER COBUN CREEK ROAD TO BE ABANDONED AFTER DAM CONTRACTION
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END ROADWAY TAPER, STA. 14+28.00 (MATCH TO EXISTING)
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END GUARDRAIL TYPE I STA. 14+63.00
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3.50%
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2:1
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ROADWAY SWALE LINED WITH RIPRAP CLASS A, SEE DETAIL SHEET 87
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INV. EL. = 1058.00
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INV. EL. = 1055.00
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27 LF OF 18" DIA. HDPE SLOPED AT 11.11%
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RIPRAP APRON (RA-03), SEE DETAIL SHEET 101
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LIMIT OF TEMPORARY CONSTRUCTION EASEMENT LINE
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R=10.0'
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30' WVDOT
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REQUIRED RIGHT-OF-WAY
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N80°20'22"E 14.52'
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N55°49'06"E 76.41'
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RICHARD A. & BARBARA DENNIS & ELISABETH A. SEIDMAN 13-6-96 1373-40
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END FULL WIDTH ROADWAY, BEGIN ROADWAY TAPER STA. 13+05.00
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PRIOR TO CONSTRUCTION CONTRACTOR TO INSTALL ORANGE CAUTION FENCE AT TEMPORARY EASEMENT. AFTER CONSTRUCTION CONTRACTOR TO REMOVE FENCING. DO NOT STORE MATERIALS ON SLOPE DURING CONSTRUCTION.
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CHECKED BY:
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SEAL
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SCALE:
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DRAWN BY:
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JOB:
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FILE:
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DATE:
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SHEET NO:
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DESCRIPTION
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REVISIONS
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DATE
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NO.
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PLOT CREATED: 11/3/2016 2:51 PM11/3/2016 2:51 PM
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MONONGALIA COUNTY, WEST VIRGINIA
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COBUN CREEK DAM NO. 2 CONSTRUCTION
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MORGANTOWN UTILITY BOARD
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14069
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AS SHOWN
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MVG/WAA
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M
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STATE
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OF
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1
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3
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3
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7
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5
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W
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E
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T
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G
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N
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I
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A
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R
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E
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G
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D
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A
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R
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K
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V
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.
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G
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L
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E
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N
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N
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E
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E
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E
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N
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G
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P
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R
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O
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F
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G:\14069\_DESIGN - BID\076-078 PRO PROFILES - ROAD
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9/23/16
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WVDEP DAM SAFETY - RE-SUBMISSION
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9/7/16
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1
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078
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AJL
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78
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UPPER COBUN CREEK ROAD RELOCATION PLAN AND PROFILE
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1 inch = ft.
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GRAPHIC SCALE
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20
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20
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0
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10
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20
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40
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80
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MATCH LINE TO SHEET No. 77
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MATCH LINE TO SHEET No. 77
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BID SET REVISIONS
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9/23/16
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2
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ADDENDUM No. 3 - REVISED PROFILE ELEVATIONS
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11/5/16
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3