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<br />T.O. EMBANKMENT EL 527'7.0
<br />
<br />LIMITS OF
<br />
<br />
<br />
<br />SOUTH PLA HE RIVER
<br />CHANNEL RIGHT-OF-WAY
<br />
<br />8
<br />
<br />~
<br />ii5
<br />
<br />
<br />
<br />
<br />
<br />5290
<br />
<br />INSTALL TYPE VL RIPRAP FROM TOP
<br />OF EXIST. TYPE M TO ELEV. 5279
<br />NOTE:
<br />EMBANKMENT #4 is FOR FUTURE
<br />CHANNEL DEGRADATION AND. IS MOSTLY
<br />BURIED AT TIME OF CONSTRUCTION
<br />\
<br />--------- EMBANKMENT #4
<br />(G ADE CONTROL STRUCTU
<br />~y
<br />TRA SITION TYP VL TO
<br />
<br />----
<br />---
<br />
<br />
<br />10: 1
<br />
<br />7
<br />
<br />
<br />6
<br />
<br />
<br />\ BOA TCHUT
<br />~ DESIGN E
<br />(CONST
<br />
<br />LIMIT 0 EMBANKME
<br />
<br />POND
<br />"0"
<br />
<br />#7
<br />275.0
<br />ONL Y)
<br />
<br />o
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<br />Ii)
<br />t')
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<br />W
<br />
<br />o 50 100
<br />~ 1. J
<br />
<br />EMBANKMENT ffl3
<br />\ TO
<br />EL
<br />
<br />CONTOUR INTERVAL = 2'
<br />
<br />\
<br />\
<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 />jLlMIT OF EMBANKMENT FILL
<br />EMBANKMENT #2
<br />K
<br />
<br />N110,OOO
<br />
<br />LIMIT OF NEW
<br />TYPE L BANK
<br />IP AP
<br />EL 5284
<br />
<br />5
<br />
<br />
<br />SOUTH PLA HE RIVER
<br />CHANNEL RIGHT-OF-WAY
<br />TOP OF BERM
<br />EL 5292
<br />
<br />INSTALL TYPE VH RIPRAP AROUND DRO
<br />STRUCTURES, AS SHOWN, FROM STRUCTUR
<br />TOP OF B~~~YP. ~
<br />----- \. / ~
<br />4: 1 SIDE SLOPE (TYP) J ~
<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 />92
<br />
<br />4
<br />
<br />----
<br />
<br />3
<br />
<br />TOP OF BERM
<br />EL 5297
<br />
<br />CONSTRUCT 260 LF COMPACTED
<br />EARTH BERM (UNCLASSIFIED) ALONG
<br />CHANNEL RIGHT OF WAY AS SHOWN
<br />
<br />CENTENNIAL PARK LAKE
<br />
<br />
<br />
<br />V
<br />~ EL 5282.
<br />
<br />"", 0~
<br />~ OMIT NEW TYPE L RIPRAP
<br />TOP OF BERM WHERE REPLACED WITH TYPE
<br />EL ~~~ VH _~IPRAF __ I '\ ~
<br />MATCH UNE --..~
<br />BOA TCHUTE #4.. ..
<br />DESIGN EL' 5281.0 --::::;
<br />LIMIT OF NEW TYPE L
<br />BANK RIP RAP EL 5287
<br />REVISIONS
<br />DESCRIPTION
<br />
<br />2
<br />
<br />I
<br />I
<br />1
<br />
<br />1 rmrm Brown and Caldwell
<br />lIDl1D Consultants
<br />~ ~ Den r Colorado
<br />
<br />LINE IS 2 INCHES
<br />A T FULL SIZE
<br />(IF NOT 2'-SCALE ACCORDINGLY)
<br />
<br />BY DATE APP.
<br />
<br />ZONE REV.
<br />
<br />AS-BUILT
<br />
<br />SKT 4-92 RAF
<br />
<br />FILE
<br />DRAWN
<br />DESIGNED
<br />CHECKED
<br />CHECKED
<br />
<br />5993
<br />JPC/TDB
<br />RAF
<br />WPR/RAF
<br />
<br />SUBMITTED:
<br />APPROVED:
<br />APPROVED:
<br />
<br />
<br />
<br />8RO AHD
<br />
<br />DATE:
<br />DATE:
<br />DATE:
<br />
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<br />
<br />NOTES:
<br />
<br />o
<br />
<br />p
<br />
<br />1. ALL DISTURBED AREAS NOT RIPRAPPED 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 />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 />TYPE VH RIPRAP TO BE 3' THICK LA YER INSTALLED OVER 6-INCHES
<br />OF BEDDING MATERIAL.
<br />
<br />HORIZONTAL CONTROL
<br />
<br />DESCRIPTION
<br />T.O. EAST END OF EMBANKMENT
<br />T.O. WEST END OF EMBANKMENT
<br />C BOA TCHUTE #7 WEIR
<br />10. NE END OF EMBANKMENT
<br />T.O. SOUTH END OF EMBANKMENT
<br />~ BASE OF BOATCHUTE #6
<br />~ TOP OF BOA TCHUTE #6
<br />~ BASE OF BOATCHUTE #5
<br />~ TOP OF BOATCHUTE #5
<br />T.O. SW END OF EMBANKMENT
<br />T.O. N.E. END OF EMBANKMENT
<br />T.O. SE END OF EMBANKMENT
<br />~ BASE OF BOATCHUTE #4
<br />~ TOP OF BOATCHUTE #4
<br />~ BASE OF BOATCHUTE #3
<br />~ TOP OF BOA TCHUTE #3
<br />T.O. SOUTH END OF EMBANKMENT
<br />RIGHT OF WAY MONUMENT
<br />RIGHT OF WAY MONUMENT
<br />RIGHT OF WAY MONUMENT
<br />(NOT USED)
<br />109,776.91 2,135,988.84 T.O. HEADWALL @ CULVERT Cf. (B.M.)
<br />
<br />NORTHING EASTING
<br />110,214.18 2,135,956.39
<br />110,206.71 2,135,808.10
<br />110,207.06 2,135,852.54
<br />110,047.81 2,136,001.92
<br />109,873.10 2,136,010.91
<br />110,013.87 2,135,922.94
<br />109,967.48 2,135.933.98
<br />109,900.04 2,135,956.55
<br />109,861.04 2,135,968.07
<br />109,849.47 2,135,927.96
<br />109,820.80 2,136,185.91
<br />109,664.77 2,136,260.92
<br />109,749.28 2,136,119.47
<br />109,720.77 2,136,146.84
<br />109,663.24 2,136,202.08
<br />109,634.87 2,136,229.31
<br />109,604.85 2,136,197.82
<br />110,160.12 2,136,042.33
<br />109,973.44 2,136,129.71
<br />109,844.15 2,136,291.00
<br />
<br />'JNION AVE BOA TCHUTE
<br />
<br />SITE PLAN
<br />
<br />M
<br />
<br />N
<br />
<br />INSTALl. T ~. !:I~RAP FROM TOP OF
<br />EXISTING~i~~TO ELEV. 5287
<br />EL 5302~~-_
<br />
<br />SEE DRAWING 3
<br />
<br />DRAWING NUMBER
<br />
<br />,
<br />
<br />2
<br />
<br />SHEET NUMBER
<br />
<br />o
<br />
<br />p
<br />
<br />6014
<br />
<br />10
<br />
<br />9
<br />
<br />8
<br />
<br />7
<br />
<br />6
<br />
<br />5
<br />
<br />4
<br />
<br />3
<br />
<br />2
<br />
<br />1
<br />
|