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BEGIN ASPHALT CURB TYPE 6 (SECTION M) AT STA 11+35.00 END ANCHORAGE TYPE 3K & �� t�C,3r r " z • • ' i • • ! rr ' /k
END AT BACK FACE OF PILASTER STA 11+68.14 1 III�� . w —w .„_d r. • • • . . g 5 , \
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PVI STA: 11+00.00 PVI STA: 12+47.39 PVI STA: 12+95.00
PVI EL: 8368.06 PVI EL: 8366.74 PVI EL: 8364.44 0 10 20
— K: 6.69 K: 10.12 K: 6.47
o LVC: 50.00 LVC: 40.00 _ _ LVC: 40.00
SCALE: 1" = 20'
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-r , _ d G3 BRIDGE (SEE BRIDGE GENERAL LAYOUT) - Cii w m ti
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8372 - ">. "�, PROPOSED GRADE EXISTING 3 CELL CULVERT (TO BE REMOVED) > m o E m m E +'
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a Print Date: Sheet Revisions BRIDGE ROAD BRIDGE REPLACEMENT Project No. Code
As Constructed BRIDGE ROAD
File Name: Date: Comments Init. ► Loris and Associates,Inc. Colorado Department PLAN AND PROFILE BRo M3o6 00�
of Transportation No Revisions:
Horiz. Scale: Vert. Scale: As Noted „acwnen�.
100 Superior Plein Way
y Unit Information Unit Leader Initials supe#or ; IC`�t�
Eagle,CO 81631
�� Superior,SO 80027 Phone:(970)328-6385Designer: Structure
U O 303.444.2073 xp Region n n.x ,.,or F0.Y:(970)328-2368
Revised: 20095
N """`0504 °4°0' 01° TOWNOFVAIL °Reglon`'3:•ax KEP�OM Detailer: CWM Numbers
0 Void: Sheet Subset: PP-01 Subset Sheets: 1 Sheet Number 16
6