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<br />4351
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<br />
<br />NOTES:
<br />
<br />N110,500 +
<br />
<br />o
<br />o
<br />o
<br />c.o
<br />,..,
<br />....
<br />N
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<br />
<br />9
<br />
<br />
<br />2
<br />
<br />1. ALL DISTURBED AREAS NOT RIP RAPPED ARE TO BE SEEDED.
<br />2. SEE DRAWING No. 11 FOR SITE IMPROVEMENTS
<br />3. SEE DRAWING No. 11 FOR 100 YEAR FLOOD PLAIN INFORMATION.
<br />
<br />10
<br />
<br />TYPE VL RIPRAP TO BE 9-INCH THICK LAYER BLENDED INTO EXISTING
<br />BANK MATERIAL. DISTURBED AREAS TO BE TOP SOILED AND
<br />SEEDED.
<br />
<br />A
<br />FLOW
<br />
<br />TYPE VH RIPRAP TO BE 3' THICK LAYER INSTALLED OVER 6-INCHES
<br />OF BEDDING MATERIAL.
<br />
<br />9
<br />
<br />T.O. EMBANKMENT EL 5277.0
<br />
<br />SOUTH PLATTE RIVER
<br />CHANNEL RIGHT-OF-WAY
<br />
<br />8
<br />
<br />8
<br />
<br />INSTALL TYPE VL RIPRAP FROM TOP
<br />OF EXIST. TYPE M TO ELEV. 5279
<br />
<br />NOTE:
<br />EMBANKMENT #4 IS FOR FUTURE
<br />CHANNEL DEGRADATION AND IS MOSTLY
<br />BURIED AT TIME OF CONSTRUCTION
<br />
<br /> HORIZONTAL CONTROL
<br />LOC NORTHING EASTING DESCRIPTION
<br />A 110,214.18 2,135,956.39 T.O. EAST END OF EMBANKMENT 7
<br />B 110,206.71 2,135,808.10 T.O. WEST END OF EMBANKMENT
<br />C 110,207.06 2,135,852.54 C BOA TCHUTE #7 WEIR
<br />D 110,047.81 2,136,001.92 10. NE END OF EMBANKMENT
<br />E 109,873.10 2,136,010.91 T.O. SOUTH END OF EMBANKMENT
<br />F 110,013.87 2,135,922.94 ~ BASE OF BOATCHUTE #6
<br />G 109,967.48 2,135,933.98 ~ TOP OF BOATCHUTE #6 6
<br />H 109,900.04 2,135,956.55 ~ BASE OF BOATCHUTE #5
<br /> 109,861.04 2,135,968.07 ~ TOP OF BOATCHUTE #5
<br />J 109,849.47 2,135,927.96 T.O. SW END OF EMBANKMENT
<br />K 109,820.80 2,136,185.91 T.O. N.E. END OF EMBANKMENT
<br />L 109,664.77 2,136,260.92 T.O. SE END OF EMBANKMENT 5
<br />M 109,749.28 2,136,119.47 ~ BASE OF BOATCHUTE #4
<br />N 109,720.77 2,136,146.84 ~ TOP OF BOATCHUTE #4
<br />0 109,663.24 2,136,202.08 ~ BASE OF BOATCHUTE #3
<br />P 109,634.87 2,136,229.31 ~ TOP OF BOATCHUTE #3
<br />Q 109,604.85 2,136,197.82 T.O. SOUTH END OF EMBANKMENT 4
<br />R 110,160.12 2,136,042.33 RIGHT OF WAY MONUMENT
<br />S 109,973.44 2,136,129.71 RIGHT OF WAY MONUMENT
<br />T 109,844.15 2,136,291.00 RIGHT OF WAY MONUMENT
<br />U (NOT USED)
<br />V 109,776.91 2,135,988.84 T.O. HEADWALL @ CULVERT ~ (B.M.)
<br /> 3
<br />
<br />7
<br />
<br />\
<br />EMBANKMENT #4
<br />(G ADE CONTROL STRUCTU
<br />Cl'
<br />TRA SITION TYP VL TO
<br />
<br />
<br />6
<br />
<br />D
<br />
<br />o 50 100
<br />~_ I
<br />
<br />CONTOUR INTERVAL = 2'
<br />
<br />o
<br />o
<br />It)
<br />u1
<br />,..,
<br />
<br />5
<br />
<br />INSTALL TYPE VL RIPRAP FROM TOP
<br />OF EXIST. TYPE M TO ELEV. 5284
<br />
<br />TRANSITION TYPE VL TO ELEV. 5287
<br />
<br />INSTALL TYPE VH RIPRAP AROUND DROP
<br />STRUCTURES, AS SHOWN, FROM STRUCTURE
<br />TO TOP OF BANK - TYP. BOTH SIDES
<br />
<br />SOUTH PLATTE RIVER
<br />CHANNEL RIGHT-OF-WAY
<br />TOP OF BERM_
<br />EL 5292
<br />
<br />INS1;ALL TYPE VH RIPRAP AROUND DRO
<br />STRUCTURES, AS SHOWN, FROM STRUCTUR
<br />
<br />4
<br />
<br />------
<br />
<br />4: 1 SIDE SLOPE (TYP)
<br />360 LF COMPACTED EARTH
<br />BERM (UNCLASSIFIED)
<br />CONSTRUCT ALONG CHANNEL
<br />RIGHT OF WAY AS SHOWN
<br />
<br />3
<br />
<br />CONSTRUCT 260 LF COMP ACTED
<br />EARTH BERM (UNCLASSIFIED) ALONG
<br />CHANNEL RIGHT OF WAY AS SHOWN
<br />
<br />CENTENNIAL PARK LAKE
<br />
<br />2
<br />
<br />
<br />REVISIONS
<br />DESCRIPTION
<br />
<br />LINE IS 2 INCHES
<br />
<br />AT FULL SIZE
<br />(If NOT 2"-SCALE ACCORDINGLY)
<br />
<br />BY DA TE APP.
<br />
<br />ZONE REV.
<br />
<br />UNION AVE BOA TCHUTE
<br />
<br />SKT 4-92 RAF
<br />
<br />DRAWING NUMBER
<br />
<br />AS-BUlL T
<br />
<br />5993
<br />JPC/TDB
<br />RAF
<br />WPR/RAF
<br />
<br />SITE PLAN
<br />
<br />2
<br />
<br />'FILE
<br />DRAWN
<br />DESIGNED
<br />CHECKED
<br />CHECKED
<br />
<br />DATE:
<br />I
<br />DATE:
<br />
<br />DATE:
<br />
<br />
<br />SHEET NUMBER
<br />
<br />c
<br />
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<br />
<br />p
<br />
<br />A
<br />
<br />8
<br />
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