2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

~iu~nelt °° 6oz1z' CLIENT: City of Greeley
O/ISU~tI/KJ T ~.arey,°oeoa3a PROTECT: North Eagleview DATE: 7/16/03
FKJ1112ErS D (970)]23-1061 PROJECT NO.: 02.08 BY: TEB
B~+'rettBCE@°oLcom ,
F Street CBC crossing:
Set span of F St CBC 10
Set rise of F St CBC 4
Set length of CBC, ft 90
Set invert elevation of F CBC t ctrline 1+36.10 4670.91
upstrm 1+81.10 4671.07
dnsirm 0+91.10 4670.76
Slope of floor, ft/fi 0.00344_
From CDOT M Std M-601-3
Tt 10 in
Tb 11.5 in
Tw 10 in
F Street CBC - Wirgwalls
Top of top slab
upstrm 4675.90
dnstrm 4675.59
ft
ft
ft
Bott of bott slab
4670.11
4669.80
Tw l0 in
Location Length Angle Top Wall Top Ftg M Top Wall Top Ftg K h
ft deg at LBL at CBC ft at end nt end ft ft

Upstream 25.00 45.00 4676.40 4671.07 5.33 4675.45 4671.12 4.33 5
Downstream 25.00 45.00 4676.09 4670.76 5.33 4675.04 4670.71 4.33 5
Use CDOT Wingwall design for other walls:
prop Structure, Weir Wall
Tw 10 in
Top Lrest
Location Length Angle Top Wall Top Ftg M Top Wall K h to to
ft deg at ends ft at mid ft ft Crest ftg
#3 Spill Weir 80.00 na 4689.75 4686.40 3.35 4689.75 3.35 3
Drop 14+00 64.00 na 4682.00 4673.60 8.40 4678.!0 4.50 8 3.90 4.50
Drop 17+50 64.00 na 4685.40 4677.00 8.40 4681.50 4.50 6 3.90 4.50
gevCBCs.xls Page 6 of 6